JPH10131291A - Column base fixing device and its method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To facilitate the level adjustment of a column base when a column is erected and prevent the horizontal force applied to the column base after execution from being directly applied to an anchor bolt. SOLUTION: In this column base fixing device and its method, an anchor bolt set frame 26 fixed with a cylindrical stanchion 30 at the upper center is installed on leveling concrete 40 to hold an anchor bolt 24. After foundation concrete 23 is placed, the male screw section 34 of a level adjusting metal 32 is screwed to the female screw section 30a of the cylindrical stanchion 30, and it is properly rotated for the height adjustment of a base plate reception section 35 and the level adjustment of a column base. The base plate 22 of a column 21 is mounted on the base plate reception section 35 of the level adjusting metal 32, a nut 25 is fastened, and the base plate 22 is fixed to the anchor bolt 24. Post-cast mortar 51 is filled in the gap between the base plate 22 and the foundation concrete 23 and in the central hole 22a of the base plate 22. The level adjusting metal 32 is integrally coupled with the base plate 22 via the post-cast mortar filled in the central hole 22a to bear the horizontal force applied to the base plate 22 when bending moment is applied to the column 21.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column base fixing device for fixing a column base of a steel structure building to foundation concrete, and a column base fixing method performed by using the column base fixing device.

[0002]

2. Description of the Related Art As shown in FIG. 7, a base plate 2 is fixed to the lower end of a steel column 1 by welding.
Is fixed to an anchor bolt 4 embedded in a foundation concrete 3 with a nut 5 and is widely used as a column base fixing method for a steel structure building. The lower end of the column 1 including the base plate 2 is called a column base. In order to adjust the column pedestal level in this type of column pedestal fixing method, generally, a reference mortar 6 for adjusting the column pedestal level at a predetermined height is provided at a column center position on the foundation concrete 3 as shown in the figure, and the reference mortar 6 is provided. A general method is to mount the base plate 2 of the column 1, tighten the nut 5 to fasten the base plate 2 to the anchor bolt 4, and then fill the gap between the foundation concrete 3 and the base plate 2 with post-mortar 7.

[0003]

By the way, during an earthquake, a rotational moment and a horizontal force act on the column base, and the rotational moment is applied to the anchor bolt 4 as shown by an arrow in FIG. A compressive force acts on the foundation concrete. It resists the horizontal force due to the frictional force between the base plate 2 and the foundation concrete 3,
If the rotational moment and the horizontal force are large, the shear force of the anchor bolt 4 eventually resists. However, since the anchor bolt 4 is not originally intended to bear the shearing force, it is not preferable.

For this reason, as shown in FIG. 8, the plate 8 is vertically fixed to the back surface of the base plate 2 and fixed by welding.
In some cases, the plate 8 embedded in the post-mortar mortar 7 bears a horizontal force. However, even in this structure, since the slip between the post-mortar 7 and the foundation concrete 3 is not restrained, it is not sufficient as a structure to bear the horizontal force. In order to realize a sufficient horizontal force load, although not shown, the plate 8 in FIG. 8 is made longer, and the longer plate is inserted into the recess formed in the foundation concrete 3 side. Although it is conceivable, the formation of the recess in the foundation concrete 3 significantly complicates the construction of the foundation concrete.

Further, the method of providing the reference mortar 6 to obtain the column pedestal level requires complicated work of accurately setting the reference mortar 6 at a predetermined height. In addition, it takes about four days until the reference mortar 6 hardens. In other words, there is a problem that the construction period becomes longer.

[0006] Regarding the problem of column base level adjustment described above,
As shown in FIG. 9, a screw cylinder 11 having an internal thread formed on the inner surface is embedded in the foundation concrete 3 in advance, and a bolt 12 with a head is screwed into the screw cylinder 11 when the column 1 is to be constructed. There is also a method of adjusting the column pedestal level by appropriately adjusting the turning height (see Japanese Utility Model Publication No. 50-45765). However, this method is suitable for small-scale buildings and is not suitable as a method for fixing column-bases of large-scale steel structures, and the above-mentioned problem of horizontal force burden cannot be solved. .

SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and does not require the anchor bolt to bear the horizontal force acting on the column pedestal, and allows easy adjustment of the column pedestal level and shortens the construction period. It is an object to provide a fixing device and a pedestal fixing method.

[0008]

A column base fixing device according to the present invention for solving the above-mentioned problems includes an anchor bolt set frame installed at the bottom of a foundation hole, an anchor bolt held vertically to the anchor bolt set frame, and A cylindrical post having a female thread on the inner surface at the upper end, and a male screw threaded with the female thread of the cylindrical post, and formed on the upper part of the male thread. And a level adjusting hardware having a base plate receiving portion for adjusting the column base level and a projecting portion projecting from the base plate receiving portion and fitted into the central hole of the base plate.

A second aspect of the present invention is characterized in that the external thread portion of the level adjusting metal according to the first aspect is hollow and has a mortar inflow hole at a portion exposed from the foundation concrete.

According to a third aspect of the present invention, an air vent hole penetrating vertically and communicating with a hollow portion in the male screw portion is provided in the projecting portion of the level adjusting metal in the second aspect.

A fourth aspect of the present invention is characterized in that a groove is formed in the base plate receiving portion of the level adjusting metal in the first aspect so as to allow a gap on the lower surface of the base plate to communicate with a central hole of the base plate.

According to a fifth aspect of the present invention, there is provided a column base fixing method for fixing a column base to a foundation concrete by using the column base fixing apparatus according to the first aspect, wherein the column base fixing apparatus is provided at a stage of foundation work of the column base. Is installed at the bottom of the foundation hole and foundation concrete is poured in.
After concrete curing, adjust the height of the base plate receiving part by turning the level adjusting hardware with the male screw part screwed into the female screw part of the cylindrical column, and adjust the column base level. The base plate of the pedestal is placed on the base plate receiving portion of the level adjusting metal so that the bolt is inserted into the bolt insertion hole of the base plate of the column and the projecting portion of the level adjusting metal is fitted into the center hole of the base plate. The anchor bolt and the base plate are fastened and fixed with a nut, and then a post-mortar is filled in a gap between the foundation concrete and the base plate and in a central hole of the base plate.

[0013]

FIG. 1 is a block diagram showing an embodiment of the present invention.
This will be described with reference to the embodiment shown in FIGS. FIG. 1 is a sectional view of a column base fixing structure of a steel building constructed by a column base fixing method using a column base fixing device 20 according to an embodiment of the present invention. Is a base plate welded and fixed to the lower end surface of the column 21, and 23 is a foundation concrete. The column pedestal is the base plate 22
Means the lower end of the column 21 including

The column base fixing device 20 includes an anchor bolt set frame 26 installed at the bottom of the foundation hole, an anchor bolt 24 held vertically to the anchor bolt set frame 26, and an upper portion of the anchor bolt set frame 26. The tubular support 30 includes a cylindrical support 30 having a female screw portion 30a on the inner surface on the upper end side, and a level adjusting hardware 32 screwed to the female screw portion 30a of the cylindrical support 30.

The anchor bolt set frame 26
As shown in FIG. 2, four horizontal bottom members 26a
The vertical legs 26b are fixed by welding, and the anchor bolts 24 are fixed.
Is a structure in which set bolt type holding portions 26c for holding are mounted on all sides.

The cylindrical column 30 is formed by forming the female screw portion 30a on the inner peripheral surface of a round steel pipe and fixing a flange 33 to an upper end portion by welding.
Is vertically fixed by welding to the center of the upper surface.

The level adjusting hardware 32 is shown in FIGS.
As shown in detail in FIG.
0a, a base plate receiving portion 35 formed on the upper portion of the male screw portion 34 for adjusting the pedestal level, and projecting upward from the base plate receiving portion 35 to fit into the central hole 22a of the base plate 22. And a projecting portion 36. The male screw portion 34 is formed by forming a male screw on the outer periphery of a cylinder, is hollow inside, and has a mortar inflow hole 37 at an upper portion. The base plate receiving portion 35 and the protruding portion 36 are formed with a groove 38 for guiding the post-mortar into the central hole 22a of the base plate 22, as described later. Also, the protrusion 36
Is smaller than the inner diameter of the central hole 22a of the base plate 22 so that installation errors can be absorbed. In addition, the projecting portion 36 is vertically penetrated through the male screw portion 32.
An air vent hole 39 communicating with the hollow portion inside is provided.

A procedure for fixing the column pedestal using the column pedestal fixing device 20 will be described. At the time of foundation construction, the concrete 40 is cast, and the anchor bolt set frame 26 having the tubular support 30 integrally therewith is discarded.
It is arranged at the center position of the upper column and fixed with anchor bolts 42. Next, the anchor bolt 24 is held by the holding portion 26c of the anchor bolt set frame 26. At this stage, the level adjusting hardware 32 is removed from the cylindrical support 30.

Next, as shown in FIG.
A cap / anchor bolt holding plate 47 comprising a cap 45 for closing the upper end opening and an anchor bolt holding plate 46 having the cap 45 attached to the lower surface side, and the nut 4
By 8, the mutual positions of the upper portions of the respective anchor bolts 24 are correctly held, and the cap 45 is fixed to the flange 33 of the tubular support 30 with bolts 49. In this case, the cylindrical support 30
Functions as a part of the anchor bolt set frame together with the cap / anchor bolt holding plate 47, and functions to correctly position and hold the anchor bolt 24.

Next, though not shown, a predetermined concrete arrangement is applied, and then a foundation concrete is poured. The foundation concrete 23 in the illustrated example is cast integrally with the underground beam. After curing the foundation concrete, the cap / anchor bolt holding plate 47 is removed from the anchor bolt 24 and the cylindrical support 30. Next, the male screw portion 34 of the level adjusting metal member 32 is screwed into the female screw portion 30a of the cylindrical column 30, and the level adjusting metal member 32 is turned to adjust the height of the base plate receiving portion 35. Make adjustments. The operation of rotating the level adjusting hardware 32 is performed by a mortar inflow hole 37 provided in the male screw portion 34.
Can be done by inserting a rod into the
The rotation operation of the level adjusting hardware 32 is easy.

Next, the anchor bolts 24 are fitted into the bolt insertion holes of the base plate 22 and the projections 36 of the level adjusting hardware 32 are inserted into the central holes 2 of the base plate 22.
The base plate 22 of the pedestal is placed on the base plate receiving portion 35 of the metal fitting 32 for level adjustment so as to be fitted into 2a. At this time, the height level of the base plate 22 on the base plate receiving portion 35, that is, the column base level is set correctly. At the same time, the column 21 is finely adjusted in the horizontal direction in accordance with the column installation core to perform positioning. Next, the anchor bolt 24 and the base plate 22
Are fastened and fixed with a nut 25.

Next, FIG.
Is provided with a slightly tall formwork 50 as shown by a two-dot chain line,
The space between the base concrete 23 and the base plate 22 is filled with a post-mortar mortar 51. In this case, the post-mortar 51 is composed of the base concrete 23 and the base plate 2.
At the same time as filling the gap between the cylindrical support 30 and the inside of the cylindrical support 30 from the mortar inflow hole 37 of the level adjusting hardware 32, as shown in FIG. At that time, air bleed hole 3
Since the holes 9 are opened, the interior of the cylindrical column 30 is filled with mortar without any trouble. In addition, after-mortar mortar 51
Flows into the central hole 22a of the base plate 22 through the groove 38 provided in the base plate receiving portion 35 and the projecting portion 36, and is filled in the central hole 22a. In this case, part of the post-mortar mortar 51 flows into the central hole 22a through the air vent hole 39. Also, the post-mortar is filled in the air vent hole 39 itself. In addition, after mortar 51
When filling the mortar, a slightly tall mold 50 is provided as described above.
Can be filled up to the upper position of the central hole 22a.

In the above-mentioned method of fixing the pedestal, the pedestal level can be adjusted simply by turning the level adjusting hardware 32.
The operation is extremely easy as compared with the conventional method of adjusting the column pedestal level using the reference mortar 6 shown in FIG. In addition, since the mortar curing period is not required, the process can be immediately shifted to the next step, so that the construction period can be shortened.

Also, the level adjusting hardware 32 is
The protrusion 36 fits into the central hole 22a formed in the base plate 22 and is integrally engaged with the base plate 22 by the post-mortar mortar 51. Therefore, when a horizontal force acts on the base plate 22, The level adjusting hardware 32 integrally connected to the foundation concrete 23 via the pillar 30 can bear this horizontal force. Therefore, the disadvantage that a horizontal force acts directly on the anchor bolt 24 can be avoided.

In the above embodiment, the level adjusting hardware 32 is used.
Is removed from the cylindrical support 30, the basic concrete is cast. However, the basic concrete can be cast while the level adjusting hardware 32 is attached to the cylindrical support 30. In this case, for example, as shown in FIG. 6, a metal cap 32 for level adjustment is mounted on the cylindrical support 30 at a minimum height position, and a cylindrical cap for accommodating the metal 32 for level adjustment is provided. It is preferable to use a cap / anchor bolt holding plate 54 composed of 52 and an anchor bolt holding plate 53. Thereby, at the time of placing the foundation concrete, the male screw portion 34 of the level adjusting metal 32 and the base plate receiving portion 3
Inconveniences such as mortar adhesion to 5 can be prevented.

In the present invention, the column base fixing device 20 is used.
The cylindrical support 30 need not necessarily be a round pipe as a whole, and at least the male thread 3
It suffices if the female screw 4 has a female screw portion 30a that can be screwed. The structure of the anchor bolt set frame 26 is arbitrary as long as the anchor bolt set frame 26 can hold the anchor bolt 24 and can fix the tubular support 30 vertically.

Further, in the embodiment, the inside of the male screw portion 34 of the level adjusting metal part 32 is hollow, so that the inside of the cylindrical support 30 can be filled with post-mortar. Male screw part.

The protruding portion 36 of the level adjusting hardware 32
When the outer diameter of the base plate 22 is sufficiently smaller than the inner diameter of the central hole 22a of the base plate 22, the groove may not be provided at the protruding portion 36 but the groove 38 may be provided only at the base plate receiving portion 35. Even in this case, after-mortar mortar 5
1 can flow into the central hole 22a. Further, in the embodiment, since the column 21 of the square steel pipe is used, the base plate 22 is used.
The injection of the post-mortar mortar 51 into the central hole 22a can be performed only from the lower surface side of the base plate 22,
Therefore, the base plate receiving portion 35 and the projecting portion 36
The groove 38 is provided, but when the mortar can be filled into the central hole 22a from the upper surface side of the base plate 22, the groove 38 may not be provided.

[0029]

According to the column pedestal fixing device and the column pedestal fixing method of the present invention, the column pedestal level can be adjusted only by rotating the level adjusting hardware, so that the column pedestal level is adjusted using the reference mortar. The task is much easier than the conventional method. In addition, since the mortar curing period is not required, the process can be immediately shifted to the next step, so that the construction period can be shortened.

Further, the level adjusting metal has a protruding portion which fits into the central hole of the base plate, and is integrally engaged with the base plate via a post-mortar, so that when a horizontal force is applied to the column base, the level adjusting metal is formed. Can bear horizontal force. Therefore, the disadvantage that a horizontal force acts directly on the anchor bolt is avoided.

According to the second aspect of the present invention, since the external thread portion of the metal for level adjustment is hollow and has a mortar inflow hole, the post-mortar can be filled also in the cylindrical column, and the unnecessary mortar can be used in the foundation concrete. No voids are generated.

According to the third aspect of the present invention, the post-mortar can be filled into the cylindrical column without any trouble by the air vent hole provided in the projecting portion of the level adjusting metal.

According to the fourth aspect, the groove provided in the base plate receiving portion for the metal for level adjustment makes it possible to fill the center hole of the base plate with post-mortar.

[Brief description of the drawings]

FIG. 1 is a sectional view of a column base fixing structure constructed by a column base fixing method using a column base fixing device according to an embodiment of the present invention.

FIG. 2 is a plan view showing only a column base fixing device in FIG. 1;

FIG. 3 is an enlarged view of the vicinity of a level adjusting hardware in FIG. 1;

FIG. 4 is a perspective view showing the whole of the level adjusting hardware in FIG. 1 and a main part of a cylindrical support.

FIG. 5 is a view for explaining a construction procedure at the time of placing foundation concrete in the column base fixing method of the embodiment.

FIG. 6 is a view for explaining a construction procedure different from that in FIG. 5 at the time of placing the foundation concrete in the column base fixing method of the embodiment.

FIG. 7 is a view for explaining a conventional column base fixing method.

FIG. 8 is a view for explaining another conventional column base fixing method.

FIG. 9 is a diagram illustrating still another conventional column base fixing method.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 21 Column 22 Base plate 22a Central hole 23 Foundation concrete 24 Anchor bolt 25 Nut 26 Anchor bolt set frame 27 30 Cylindrical support 30a Female screw part 32 Level adjustment hardware 33 Flange 34 Male screw part 35 Base plate receiving part 36 Projection part 37 Mortar inflow hole 38 Groove 39 Air vent hole 40 Discarded concrete 45, 52 Cap 46, 53 Anchor bolt holding plate 47, 54 Cap / anchor bolt holding plate 50 Formwork 51 Post-mortar mortar

Claims (5)

[Claims] 1. An anchor bolt set frame installed at the bottom of a foundation hole, an anchor bolt held vertically to the anchor bolt set frame, and an inner surface on an upper end side vertically suspended at an upper center of the anchor bolt set frame. A cylindrical support having a female screw portion, a male screw portion screwed into the female screw portion of the cylindrical support, a base plate receiving portion formed on the upper portion of the male screw portion for adjusting a pedestal level, and protruding from the base plate receiving portion. And a level adjusting hardware having a protruding portion that fits into a central hole of the base plate. 2. The column base fixing device according to claim 1, wherein the male screw portion of the level adjusting metal member is hollow, and has a mortar inflow hole at a portion exposed from the foundation concrete. 3. The column base fixing device according to claim 2, wherein an air vent hole penetrating vertically through the projecting portion of the level adjusting metal and communicating with a hollow portion in the male screw portion is provided. 4. The pedestal fixing device according to claim 1, wherein a groove is formed in the base plate receiving portion of the metal for level adjustment so as to allow a gap on a lower surface side of the base plate to communicate with a central hole of the base plate. . 5. A method of fixing a column pedestal to a foundation concrete using the column pedestal fixing device according to claim 1, wherein the column pedestal fixing device is connected to a foundation hole at a stage of foundation work of the column pedestal. The concrete is placed on the bottom and the concrete is poured. After curing the concrete, the height of the base plate receiving part is adjusted by turning the level adjusting hardware with the male screw part screwed into the female screw part of the cylindrical support. The leg level is adjusted, and then the base plate of the pedestal is leveled so that the anchor bolts are inserted into the bolt insertion holes of the base plate of the pedestal and the protrusions of the level adjustment metal are inserted into the center holes of the base plate. Place it on the base plate receiving part of the adjustment hardware, then fasten and fix the anchor bolts and base plate with nuts. A post mortar is filled in the gap between the base plate and the central hole of the base plate.