JP4523869B2 - Column fixing member installation method and column fixing member installation device for steel pipe foundation pile - Google Patents

Description

  The present invention relates to a method and an apparatus for installing a column fixing member in a steel pipe foundation pile used for civil engineering structures and the like.

Patent Document 1 discloses that a steel pipe column of a civil engineering building structure is attached to a steel pipe foundation pile using a column fixing member.
That is, a column fixing member equipped with anchor bolts is embedded in the steel pipe foundation pile with concrete, and the legs of the steel pipe columns are inserted into the steel pipe foundation pile and fixed with the anchor bolts, and then the steel pipe foundation. It is installed by placing concrete in the pile and joining the steel pipe foundation pile and the steel pipe column together.

JP-A-5-86630

As described above, in order to install the column fixing member in the steel pipe foundation pile, temporarily fix it in the steel pipe foundation pile so that it does not move with the concrete in which the column fixing member is placed, and then cast the concrete. is doing.
For example, a support frame is welded and fixed to the inner peripheral surface of a steel pipe foundation pile, and a column fixing member having anchor bolts is placed on the support frame and welded and fixed to temporarily fix the column fixing member. After that, concrete is placed.
Thus, since the conventional column fixing member installation method is temporarily fixed by welding work, installation work of the column fixing member is troublesome.

When mounting a steel pipe column as described above, the mounting position accuracy of the steel pipe column is determined by the installation position accuracy of the anchor bolt, so the column fixing member equipped with the anchor bolt is positioned and installed with high accuracy. There is a need.
However, since the column fixing member is temporarily fixed by welding in the narrow steel pipe foundation pile as described above, it is very difficult to position and fix the column fixing member with high accuracy. It was practically impossible to position and install the structural member with high accuracy.

  An object of the present invention is to provide a column fixing member installation method and a column fixing member installation method for a steel pipe foundation pile, in which the column fixing member is easily installed and the column fixing member can be positioned and installed with high accuracy. Is to provide a device.

The first invention detachably connects the column fixing member 1 and the hanging jig 10 and attaches a positioning cross member 50 to the hanging jig 10.
An attachment jig 30 is attached to the steel pipe foundation pile 20 while sandwiching the upper end thereof, and the level mount 40 is attached to the attachment jig 30.
The hoisting jig 10 is lifted, the column fixing member 1 is inserted into the steel pipe foundation pile 20, and the positioning cross member 50 is placed on the level mount 40,
In this state, the positioning cross member 50 and the level mount 40 are temporarily fixed,
Thereafter, concrete is placed in the steel pipe foundation pile 20 to embed the column fixing member 1 in the steel pipe foundation pile 20.
The pillar fixing member 1 and the hanging jig 10 are separated, the hanging jig 10, the level mount 40 and the mounting jig 30 are removed, and the column fixing member 1 is installed in the steel pipe foundation pile 20. This is a method for installing a column fixing member for a steel pipe foundation pile.

According to a second invention, in the first invention, a pair of positioning cross members 50 are positioned in the height direction according to the embedding depth of the column fixing member 1 and attached horizontally to the hanging jig 10.
There are four mounting jigs 30 that are positioned in the X and Y directions,
A pair of level mounts 40 are horizontally adjusted at a predetermined height by adjusting the height in the Y direction across the two mounting jigs 30;
A pair of positioning cross members 50 attached to the hanging jig 10 is placed over the pair of level mounts 40,
A steel pipe in which the hoisting jig 10 is positioned in the X and Y directions with the level mount 40 and the positioning cross member 50 as a reference so that the column fixing member 1 is positioned in the height, X and Y directions. This is a method for installing a member for fixing a pillar of a foundation pile.

In the third invention, in the second invention, the steel pipe foundation pile 20 is provided with a mark a that coincides with the center of the X direction passing through the center in the X direction, and the X direction reference line of the panel ruler 21 is provided on the mark a. 23, the panel ruler 21 is positioned in the Y direction and provided on the steel pipe foundation pile 20,
This is a column fixing member installation method for steel pipe foundation piles in which four attachment jigs 30 are attached in accordance with a pair of Y-direction reference lines 24 of the panel ruler 21.

  In a fourth aspect based on the first aspect, the column fixing member 1 has a positioning protrusion 2 and a screw hole 3 on its upper surface, and the positioning protrusion 2 and the screw hole 3 are located above the concrete. It is the member installation method for pillar fixation of the steel pipe foundation pile which was embed | buried so that it might protrude.

The fifth invention includes a column fixing member 1, a hanging jig 10 that is detachably connected to the column fixing member 1, a positioning cross member 50 attached to the hanging jig 10,
An attachment jig 30 which is attached by sandwiching the upper end of the steel pipe foundation pile 20;
A level mount 40 attached to the mounting jig 30 is provided.
Column fixing of a steel pipe foundation pile, wherein the positioning cross member 50 is placed and fixed on a level gantry 40 so that the column fixing member 1 is suspended in the steel pipe foundation pile 20. It is a member installation device.

  6th invention is the member installation apparatus for column fixation of the steel pipe foundation pile which provided the panel ruler 21 which has X direction reference line 23 and Y direction reference line 24 in 5th invention.

In a fifth aspect based on the fifth aspect, the column fixing member 1 has a positioning projection 2 and a screw hole 3 on the upper surface thereof.
The hanging jig 10 has a positioning hole 13 and a bolt insertion hole 14 on its lower surface,
The positioning projection 2 and the positioning hole 13 are fitted to each other so that the bolt insertion hole 14 and the screw hole 3 are matched, and the bolt 15 is screwed into the screw hole 3 from the bolt insertion hole 14 to fix the column. 1 is a member installation device for fixing a pillar of a steel pipe foundation pile to which a suspension jig 10 is connected.

According to the first aspect of the present invention, the attachment jig 30 can be easily attached to and detached from the steel pipe foundation pile 20, and the suspension jig 10 is attached to the column fixing member 1 and lifted by the suspension jig 10. The column fixing member 1 is suspended and inserted into the steel pipe foundation pile 20, and the suspension jig 10 is placed above the steel pipe foundation pile 20 in the X and Y directions by the level mount 40 and the positioning cross member 50. Can be positioned.
Therefore, the column fixing member 1 can be easily installed, and the column fixing member 1 can be positioned and installed with high accuracy.

  According to the invention of claim 2, the column fixing member 1 can be positioned in the X direction and the Y direction with reference to the pair of level mounts 40 and the pair of positioning cross members 50. By placing the positioning cross member 50, the column fixing member 1 can be positioned in the height direction according to the embedding depth.

  According to the third aspect of the invention, the attachment jig 30 can be positioned and attached in the X direction and the Y direction using the panel ruler 21.

According to the fourth aspect of the present invention, the column fixing member 1 and the hanging jig 10 can be positioned and connected using the positioning protrusion 2 and the screw hole 3.
Further, the positioning protrusion 2 and the screw hole 3 are not filled with the cast concrete 60, and the hanging jig 10 can be easily separated from the column fixing member 1, and the positioning protrusion 2, screw hole 3 can be used to position and connect the pillars.

According to the invention which concerns on Claim 5, the attachment jig 30 can be easily attached to the steel pipe foundation pile 20, and the level mount 40 can be attached to the attachment jig 30 by adjusting the height.
Then, the column fixing member 1 is inserted into the steel pipe foundation pile 20 by lifting it through the suspension jig 10, and the positioning cross member 50 attached to the suspension jig 10 is placed on the level frame 40. Then, the column fixing member 1 can be positioned and temporarily fixed by fixing the positioning cross member 50 to the level base 40.
Therefore, the column fixing member 1 can be easily installed, and the column fixing member 1 can be positioned and installed with high accuracy.

  According to the invention of claim 6, the mounting jig 30 can be positioned using the panel ruler 21.

  According to the invention which concerns on Claim 7, the member 1 for pillar fixation and the hanging jig | tool 10 can be positioned and connected.

As shown in FIG. 1, the column fixing member 1 is detachably attached to a hanging jig 10, and the column fixing member 1 is attached to a steel pipe foundation pile 20 by hanging the hanging jig 10 with a crane or the like. It is hung down and installed as described later.
The column fixing member 1 has a plurality of positioning projections 2 and a plurality of screw holes 3, the positioning projections 2 project upward from the upper surface 1 a, and the screw holes 3 open to the upper surface 1 a. Yes.
The column fixing member 1 of this embodiment includes a top plate 4, a bottom plate 5, a connecting vertical plate 6, a main body 7 having an H-shaped section (for example, H-shaped steel), and the top plate 4 and the bottom plate 5. A fixed reinforcing vertical plate 8 is provided.
A pin 2b is fitted and fixed in the hole 2a of the upper surface plate 4 to form the positioning protrusion 2 described above.
A nut 3 b is fixed to the lower surface of the peripheral edge of the hole 3 a of the upper surface plate 4 to form the aforementioned screw hole 3.

The hanging jig 10 has a lower surface plate 12 fixed to the lower end surface of the longitudinal member 11, and a positioning hole 13 and a bolt insertion hole 14 are formed in the lower surface plate 12.
By fitting the positioning hole 13 to the positioning projection 2, the bolt insertion hole 14 and the screw hole 3 are matched, and the bolt 15 is screwed into the screw hole 3 from the bolt insertion hole 14 as shown in FIG. As a result, the lower surface plate 12 is fixed in contact with the upper surface plate 4, and the hanging jig 10 is attached to the upper surface 1 a of the column fixing member 1.
The vertical member 11 has an H-shaped cross section (for example, H-shaped steel) with one side vertical plate 11a, another side vertical plate 11b, and a connecting vertical plate 11c, and the bolt insertion holes 14 of the one side vertical plate 11a and the other side vertical plate 11b, A cutout portion 16, for example, a lower cutout portion 16a, an intermediate cutout portion 16b, and an upper cutout portion 16c are formed in the opposed portions so that the tool does not interfere when the bolt 15 is tightened and loosened with a tool.

Bolts 17 pass through the one side vertical plate 11a and the other side vertical plate 11b, and nuts 18 screwed into the bolts 17 are pressed against both sides of the one side vertical plate 11a and the other side vertical plate 11b, respectively. The width H between the side vertical plate 11a and the other side vertical plate 11b can be adjusted.
Since it is like this, when the width H of the both sides bordering the connection vertical board 11c of the one side vertical board 11a and the other side vertical board 11b differs, the width H can be made the same.

A positioning jig for positioning and temporarily fixing the aforementioned column fixing member 1 in the steel pipe foundation pile 20 will be described.
As shown in FIGS. 3 and 4, a panel ruler 21 placed on the upper end surface 20a of the steel pipe foundation pile 20, a mounting jig 30 attached to the upper end (head) of the steel pipe foundation pile 20, As shown in FIG. 2, a leveling jig 40 attached to the attaching jig 30 and a positioning cross member 50 attached to the leveling jig 40 and mounted on the leveling jig 40 as shown in FIG. ing.
Preferably, the steel pipe foundation pile 20 is attached in the Y direction over the four attachment jigs 30 respectively attached to both sides in the X direction and spaced apart in the Y direction, and the pair of attachment jigs 30 attached on both sides in the X direction. A pair of level mounts 40 facing each other, and a pair of positioning cross members 50 facing in the X direction respectively attached to both sides of the pair of level mounts 40 in the Y direction are provided.

The panel ruler 21 mainly positions the mounting jig 30 and has a plate shape slightly longer than the diameter of the steel pipe foundation pile 20, and notches 22 are formed at both ends in the X direction. Thus, the upper end surface 20a of the steel pipe foundation pile 20 can be seen.
An X-direction reference line 23 is provided on the upper surface of the panel ruler 21 with the notch 22 as a reference, and a pair of X-direction reference lines 24 are provided perpendicular to the X-direction reference line 23.

The mounting jig 30 includes a mounting portion 31 that can be mounted by sandwiching the upper end portion (head) of the steel pipe foundation pile 20, a mounting bolt 32 provided on the mounting portion 31, and a threaded engagement with the mounting bolt 32. The lower nut 33 and the upper nut 34 are provided.
The mounting portion 31 includes a U-shaped mounting material 35 and a pressing bolt 36 screwed into one vertical piece 35a of the mounting material 35, and the lower surface of the horizontal piece 35c of the mounting material 35 is connected to a steel pipe foundation pile. 20 is in contact with the upper end surface 20a of the steel pipe, and the other vertical piece 35b and the holding bolt 36 are used to sandwich and hold the upper end portion of the steel pipe foundation pile 20.
Thus, the attachment jig 30 can be attached and removed by tightening and loosening the presser bolt 36 without welding, and the attachment jig 30 can be easily attached and removed.
The mounting bolt 32 is fixed upward on the upper surface of the horizontal piece 35 c, and the mounting bolt 32 projects upward from the steel pipe foundation pile 20.

The pair of level mounts 40 are formed with bolt insertion portions, for example, long holes 41 in the longitudinal direction, near both ends in the longitudinal direction.
The mounting bolt 32 is inserted into the long hole 41, the lower surface of the level mount 40 abuts against the lower nut 33, and the upper nut 34 is pressed against the upper surface of the level mount 40 to fix the level mount 40 to the mounting bolt 32. The level mount 40 is located above the steel pipe foundation pile 20.
Since it is like this, by adjusting the position of the lower nut 33, the attachment height of the level mount 40 can be adjusted and it can position in a height direction. Since this operation is performed above the steel pipe foundation pile 20, the operation is easy and can be positioned in the height direction with high accuracy.
An abutting tool 42 is attached to the pair of level mounts 40 so that its position can be adjusted in the longitudinal direction (Y direction) of the level mounts 40.
For example, a long hole 43 is formed in the abutting tool 42, a bolt 45 is inserted into the hole 44 and the long hole 43 of the level base 40, and a nut 46 is screwed to the bolt 45 and attached.

As shown in FIG. 2, the positioning cross member 50 is positioned in the height direction on one side vertical plate 11 a and the other side vertical plate 11 b of the hanging jig 10, and is attached parallel to each other and horizontally. Then, it is placed on the level mount 40 and positioned and fixed in the Y direction. For example, the positioning cross member 50 has a cross-sectional shape of a horizontal piece 50a and a vertical piece 50b, and a first hole 51 is formed in the horizontal piece 50a, and a second hole 52 is formed in the vertical piece 50b. A bolt 55 is inserted from the second hole 52 through the hole 19 of the one side vertical plate 11a and the other side vertical plate 11b, and a nut 56 is screwed and attached.
A bolt 53 is inserted through the first hole 51 and the hole 41 of the level mount 40, and a nut 54 is screwed to attach the positioning cross member 50 to the level mount 40.
The positioning cross member 50 is located above the steel pipe foundation pile 20 and is easy to perform the positioning and fixing operations described above.
3 and 4, the positioning cross member 50 is shown and the hanging jig 10 is not shown. However, as will be described later, the positioning cross member 50 attached to the hanging jig 10 is actually used. It is mounted on the level mount 40.

Next, the operation | work which installs the member 1 for column fixation in the steel pipe foundation pile 20 is demonstrated.
First, an operation of attaching the positioning cross member 50 to the hanging jig 10 will be described.
As shown in FIG. 5, the surface plate 60 is horizontal.
For example, height adjustment bolts 61 are screwed into the four corners of the surface plate 60, and the heights of the four corners of the surface plate 60 are adjusted by the height adjustment bolts 61, and the first level 62 moves in the X direction. The horizontal level is confirmed by the second level 63 and the level in the Y direction is determined to be horizontal.
As shown in FIG. 6, the lower surface plate 12 of the hanging jig 10 is placed on the surface plate 60 and the hanging jig 10 is placed upright.
As a result, the lower surface plate 12 becomes horizontal.
Width H ₁ one side vertical plate 11a and side portions that bordering the connecting longitudinal plate 11c of the other side vertical plate 11b of Tsukomi jig 10 described _above, H ₂ was measured, the width H _1, H _{If the two} are different, the nut 18 screwed into the bolt 17 is tightened and loosened as described above so that the width dimensions H ₁ and H ₂ are the same, and the pair of positioning cross members 50 can be attached in parallel. .
That is, when the hanging jig 10 is H-shaped steel or the like, the aforementioned width dimensions H ₁ and H ₂ may differ depending on the strain of the H-shaped steel. In this case, the pair of positioning cross members 50 are parallel to each other. Therefore, an error may occur in positioning described later, so that the width dimensions H ₁ and H ₂ are made the same as described above.
The mounting height position of the positioning cross member 50 of the hanging jig 10 is determined according to the embedding depth of the column fixing member 1 on the basis of the upper surface (that is, the horizontal plane) of the surface plate 60, as described above. Then, the positioning cross member 50 is fixed to the predetermined height position in parallel and attached.
In addition, since the embedding depth of the column fixing member 1 is variously different, the plurality of holes 19 are formed in the above-described longitudinal agent 11 on the one side longitudinal plate 11a and the other side longitudinal plate 11b with the positions shifted in the height direction.
The adjustment of the mounting height position of the positioning cross member 50 described above is performed, for example, as shown in FIG. 6, the distance S ₁ between the bottom surface of each positioning cross member 50 in the longitudinal direction and the top surface of the surface plate 60, S ₂ is measured and adjusted so that the distances S ₁ and S ₂ have predetermined values.
Further, as shown in FIG. 6, the pair of positioning cross members 50 is parallel to the dimension L ₁ between one end in the longitudinal direction of the pair of positioning cross members 50 and the dimension L ₂ between the other ends. It was measured, to confirm on whether the dimension L ₁ and dimension L ₂ are identical.

  Thereafter, the hanging jig 10 and the column fixing member 1 are connected as shown in FIG.

Next, attachment of the positioning jig will be described.
First, the attachment jig 30 is positioned and attached to the upper end portion of the steel pipe foundation pile 20 using the panel ruler 21.
For example, as shown in FIGS. 7A and 7B, a mark a that matches the center X in the X direction is attached to the upper end surface 20 a of the steel pipe foundation pile 20.
And as shown to Fig.8 (a), (b), the panel ruler 21 is mounted in the upper end surface 20a of the steel pipe foundation pile 20, and the X direction reference line 23 is match | combined with the said mark a, and the panel ruler 21 is used. Position in the Y direction.
Thereafter, the mounting jig 30 is attached to the pair of Y-direction reference lines 24 of the panel ruler 21. Thereby, the attachment jig 30 is positioned in the X direction and the Y direction.
The above-mentioned center in the X direction is a center line that passes through the center of the steel pipe foundation pile 20 in the X direction, and is obtained using a light wave transit or the like, and has a mark a. When there are a plurality of steel pipe foundation piles 20 in the X direction, the center line in the X direction is made continuous over each steel pipe foundation pile 20.

The mounting jig 30 is mounted on both sides of the panel ruler 21 so that the mounting bolt 32 matches the Y-direction reference line 24.
Since the X-direction reference line 23 of the panel ruler 21 passes through the pair of notches 22, the panel ruler 21 can be positioned by matching the pair of notches 22 with the mark a, and the X-direction reference line The X-direction reference line 23 can also be formed by the notch surfaces 22 a of the pair of notch portions 22 without continuously attaching 23 to the surface of the panel ruler 21.
The pair of Y-direction reference lines 24 may be attached after the panel ruler 21 is positioned and placed.

When the attachment jig 30 has been attached as described above, as shown in FIGS. 9A and 9B, the pair of level mounts 40 are placed on the attachment jig 30 in a horizontal posture at a predetermined height. Install each one.
For example, the long holes 41 of the level mount 40 are respectively inserted into the mounting bolts 32 of the two mounting jigs 30 adjacent to each other in the Y direction on both sides in the X direction to contact the lower nut 33, and the lower nut 33 is tightened and loosened. By moving up and down, the height of the level mount 40 is adjusted to be horizontal at a predetermined same height, and the upper nut 34 is screwed and fixed.
Thereby, the pair of level mounts 40 are positioned in the X direction.

Since the mounting bolt 32 is inserted into the long hole 41 of the level mount 40 described above, the mounting bolt 32 can be inserted in a different position in the longitudinal direction of the level mount 40, and the mounting jig 30 is attached to the upper end portion of the steel pipe foundation pile 20. Since it is sandwiched and attached, the attachment jig 30 can be attached to any position of the steel pipe foundation pile 20.
Therefore, the mounting position of the level mount 40 can be arbitrarily changed, and the level mount 40 can be mounted on the steel pipe foundation piles 20 having different sizes.

When the pair of level mounts 40 is completely attached as described above, the abutting tool 42 is positioned and attached in the Y direction.
For example, as shown in FIGS. 9A and 9B, a ruler 47 with a magnet is placed across the pair of level mounts 40, and the front and rear of the outer surface 47a of the ruler 47 are viewed in transit. issue X _2. That is, the X direction passing through the above-mentioned mark a and the center X are separated by a predetermined distance from the center X ₂ and the outer surface 47a of the ruler 47 are made to coincide, and the inner side surface 47b of the ruler 47 is aligned in the X direction X Match ₁
The abutment tool 42 is placed on the inner surface 47 b of the ruler 47 for positioning, and fixed with bolts and nuts 45 and 46. After this, the ruler 47 is removed.

As described above, the hanging jig 10 to which the column fixing member 1 is attached is suspended by a crane or the like, and the column fixing member 1 and the hanging jig 10 are suspended in the steel pipe foundation pile 20 to be suspended. Ten positioning cross members 50 are placed on a pair of level bases 40, and one of the positioning cross members 50 is in contact with the abutting tool 42 and positioned in the Y direction as shown in FIGS. 10 (a) and 10 (b). To do.
The distance from the reference point in the X direction to the hanging jig 10 is measured by transit, and the hanging jig 10 is moved along the level frame 40 through the positioning cross member 50 so as to be a predetermined distance in the X direction. To position in the X direction.
That is, by positioning the suspending jig 10 in the X direction and the Y direction, the column fixing member 1 is positioned and suspended in the steel pipe foundation pile 20 in the X direction and the Y direction.

When positioning the hanging jig 10 as described above, the square holes 49 of the panel ruler 48 are inserted into the vertical member 11 of the hanging jig 10 as shown by phantom lines in FIGS. 10 (a) and 10 (b). Based on the center line b of the panel ruler 48 in the X direction and the line c in the X direction separated from the center line b by a predetermined distance in the Y direction, the hanging jig 10 is repositioned in the Y direction. To do. The line c is consistent with previously described X _2, Y direction one of the inner surfaces of the rectangular hole 49 matches the previously described X _1.
In the X direction, the panel ruler 48 is perpendicular to the center line b in the X direction and is centered in the Y direction, and the center line d in the Y direction is separated from the center line d by a predetermined distance in the X direction. Position.
That is, the center line d to match the base line Y in the Y direction, the X direction using the transit to match the street Y ₁ and line e of the street in the Y direction center Y and a predetermined distance away Y direction Position. This line e coincides with one inner surface of the square hole 49 in the X direction.
The panel ruler 48 is formed with a notch 48 a for viewing the abutting tool 42 and the positioning cross member 50.
Positioning by the panel ruler 48 is confirmation of the above-described positioning, and therefore it is not always necessary to perform it.

By positioning as described above, the column fixing member 1 is suspended in the steel pipe foundation pile 20 in the X and Y directions at a predetermined height position as shown in FIG.
In this state, the pair of positioning cross members 50 are fixed to the pair of level mounts 40, respectively.
And concrete 60 is laid in steel pipe foundation pile 20, and as shown in Drawing 11, pillar fixing member 1 is embedded by predetermined depth. At this time, if the column fixing member 1 is completely embedded, it is difficult to fix the column. Therefore, an upper portion of the column fixing member 1, for example, a portion from the upper surface to 50 mm is projected upward from the concrete 60, and a lower portion than that is projected. It is embedded so that the positioning protrusions 2 and the screw holes 3 protrude above the concrete. .

When the curing period of the concrete 60 elapses, the suspension jig 10 and the column fixing member 1 are separated, and the suspension jig 10, the level mount 40, and the mounting jig 30 are removed to fix the column in the steel pipe foundation pile 20. Installation of member 1 is completed.
The bolt 15 is loosened to separate the suspension jig 10 and the column fixing member 1 described above, but it is difficult for a person to enter the steel pipe foundation pile 20 and loosen the bolt 15, so that FIG. The bolt 15 is loosened from above the steel pipe foundation pile 20 by using a tool comprising a ratchet wrench 61 and a long box 62 shown in FIG.
At this time, since the ratchet wrench 61 and the box 62 may interfere with the one side vertical plate 11a and the other side vertical plate 11b of the vertical member 11 of the hanging jig 10, the notch portion 16 is formed as described above. There is no interference.

Next, an operation for installing the pillar will be described.
As shown in FIGS. 12, 13, and 14, the column 70 has an H-shaped cross section with one vertical plate 71, another vertical plate 72, and a connecting vertical plate 73, and a plate 74 is fixed to the lower end surface.
The plate 74 has a positioning hole 75 and a hole 76 formed therein.
The column 70 is placed in the steel pipe foundation pile 20 and the positioning hole 75 is fitted to the positioning projection 2 to be positioned, and the bolt 77 is screwed into the screw hole 3 from the hole 76 to thereby fix the column 70 to the column fixing member 1. It sticks to.
Thereafter, concrete is cast up to the upper end portion of the steel pipe foundation pile 20, and the column fixing member 1 and the lower end portion of the column 70 are embedded in the steel pipe foundation pile 20 and installed.

When the pillar 70 is installed as described above, a support member for stably supporting the pillar 70 is used.
The support member includes a first support member 80, a second support member 81, a first metal fitting 82, and a second metal fitting 83.
The first support member 80 has a substantially trapezoidal shape having an oblique vertical surface 80a, and the second support member 81 has a substantially triangular shape having an oblique vertical surface 81a.
The first receiving bracket 82 and the second receiving bracket 83 are obtained by fixing flanges 82b and 83b on both side surfaces of the upward U-shaped receivers 82a and 83a. The flanges 82b and 83b are attached to the steel pipe foundation pile 20. The first and second support members 80 and 81 are fitted and attached to the receivers 82a and 83a.
The receiving member 82 a of the first receiving member 82 is longer than the receiving member 83 a of the second receiving member 83.

And the thing which contacted the diagonal vertical surface 80a of the 1st support member 80 and the vertical surface 81a of the 2nd support member 81 is provided between the both sides of the connection vertical board 73 of the pillar 70, and the steel pipe foundation pile 20, and is supported. The two second support members 81 that are in contact with the oblique vertical surfaces 81 a are provided and supported between the one-side vertical plate 71, the other-side vertical plate 72, and the steel pipe foundation pile 20.
By doing in this way, the pillar 70 can be supported stably in an upright posture.
The first and second support members 80 and 81 are preferably made of wood, but may be made of resin.

It is a disassembled perspective view of a column fixing member and a hanging jig. It is a front view of the state which connected the member for pillar fixation, and the hanging jig. (A) It is a top view of the attachment state of a level mount and the horizontal member for positioning. (B) It is a front view of the attachment state of a level frame and the positioning cross member. It is a disassembled perspective view of a panel ruler, a mounting jig, a level mount, and a cross member for positioning. It is a perspective view of a surface plate. It is a perspective view for attachment explanatory drawing of the positioning cross member. (A) It is a top view of the steel pipe foundation pile which attached the mark. (B) It is a front view of the steel pipe foundation pile which attached the mark. (A) It is a top view of the steel pipe foundation pile of the state which provided the panel ruler and the attachment jig. (B) It is a front view of the steel pipe foundation pile of the state which provided the panel ruler and the attachment jig. (A) It is a top view of the steel pipe foundation pile of the state which attached the level mount and the tool. (B) It is a front view of the steel pipe foundation pile of the state which attached the level mount and the tool. (A) It is a top view of the state which is supporting the hanging jig | tool. (B) It is a front view of the state which is supporting the hanging jig | tool. It is a longitudinal cross-sectional view of the state where concrete is placed. It is a top view of the state which installs a pillar. It is AA sectional drawing of FIG. It is BB sectional drawing of FIG.

Explanation of symbols

  DESCRIPTION OF SYMBOLS 1 ... Column fixing member, 2 ... Positioning protrusion, 3 ... Screw hole, 10 ... Suspension jig, 15 ... Bolt, 20 ... Steel pipe foundation pile, 20a ... Upper end surface, 21 ... Panel ruler, 22 ... Notch 23 ... X direction reference line, 24 ... Y direction reference line, 30 ... mounting jig, 31 ... mounting portion, 32 ... mounting bolt, 33 ... lower nut, 34 ... up nut, 40 ... level mount, 42 ... contact 50 ... Positioning cross member, 60 ... Concrete, 70 ... Column, 80 ... First support member, 81 ... Second support member.

Claims (7)

The column fixing member 1 and the hanging jig 10 are detachably connected, and a positioning cross member 50 is attached to the hanging jig 10.
An attachment jig 30 is attached to the steel pipe foundation pile 20 while sandwiching the upper end thereof, and the level mount 40 is attached to the attachment jig 30.
The hoisting jig 10 is lifted, the column fixing member 1 is inserted into the steel pipe foundation pile 20, and the positioning cross member 50 is placed on the level mount 40,
In this state, the positioning cross member 50 and the level mount 40 are temporarily fixed,
Thereafter, concrete is placed in the steel pipe foundation pile 20 to embed the column fixing member 1 in the steel pipe foundation pile 20.
The pillar fixing member 1 and the hanging jig 10 are separated, the hanging jig 10, the level mount 40 and the mounting jig 30 are removed, and the column fixing member 1 is installed in the steel pipe foundation pile 20. A method for installing a column fixing member for a steel pipe foundation pile. A pair of positioning cross members 50 are attached to the hanging jig 10 in the height direction according to the embedding depth of the column fixing member 1 and attached horizontally.
There are four mounting jigs 30 that are positioned in the X and Y directions,
A pair of level mounts 40 are horizontally adjusted at a predetermined height by adjusting the height in the Y direction across the two mounting jigs 30;
A pair of positioning cross members 50 attached to the hanging jig 10 is placed over the pair of level mounts 40,
The hoisting jig 10 is positioned in the X direction and the Y direction on the basis of the level frame 40 and the positioning cross member 50, and the column fixing member 1 is positioned in the height direction, the X direction, and the Y direction. Item 1. A method for installing a column fixing member for a steel pipe foundation pile according to Item 1. The steel pipe foundation pile 20 is provided with a mark a that coincides with the center of the X direction passing through the center in the X direction, and the panel ruler 21 is positioned in the Y direction by aligning the X direction reference line 23 of the panel ruler 21 with the mark a. Provided in the steel pipe foundation pile 20,
The steel pipe foundation pile column fixing member installation method according to claim 2, wherein four attachment jigs 30 are attached to the pair of Y-direction reference lines 24 of the panel ruler 21.   The column fixing member 1 has a positioning projection 2 and a screw hole 3 on its upper surface, and the positioning projection 2 and the screw hole 3 are embedded so as to protrude upward from the concrete. Item 1. A method for installing a column fixing member for a steel pipe foundation pile according to Item 1. A column fixing member 1, a hanging jig 10 detachably connected to the column fixing member 1, a positioning cross member 50 attached to the hanging jig 10,
An attachment jig 30 which is attached by sandwiching the upper end of the steel pipe foundation pile 20;
A level mount 40 attached to the mounting jig 30 is provided.
Column fixing of a steel pipe foundation pile, wherein the positioning cross member 50 is placed and fixed on a level gantry 40 so that the column fixing member 1 is suspended in the steel pipe foundation pile 20. Equipment installation device.   The steel pipe foundation pile column fixing member installation device according to claim 5, wherein a panel ruler 21 having an X direction reference line 23 and a Y direction reference line 24 is provided. The column fixing member 1 has a positioning projection 2 and a screw hole 3 on its upper surface,
The hanging jig 10 has a positioning hole 13 and a bolt insertion hole 14 on its lower surface,
The positioning projection 2 and the positioning hole 13 are fitted to each other so that the bolt insertion hole 14 and the screw hole 3 are matched, and the bolt 15 is screwed into the screw hole 3 from the bolt insertion hole 14 to fix the column. The steel pipe foundation pile column fixing member installation device according to claim 5, wherein 1 and the hanging jig 10 are connected.

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