JP2015021256A - Built-up concrete column - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a built-up concrete column capable of solving a problem caused when an upper column and a lower column are flange-connected to each other.SOLUTION: A built-up concrete column 11 is installed in the state where a pre-stressed concrete upper column 13 having a tapered surface 12 is connected to a pre-stressed concrete lower column 15 having a tapered surface 14 continuing to the tapered surface 12 of the upper column 13 with their end faces butt-jointed to each other. An end face metal fitting 16 of a lower end face of the upper column 13 and an end face metal fitting 17 of an upper end face of the lower end column 15 are connected by a joint fitting 18 in the diameters of the tapered surfaces 12, 14 over in a range from the upper column 13 to the lower column 15. A joint tapered pipe 20 made of steel and having a tapered surface 19 with the same gradient as the tapered surfaces 12, 14 of the upper column 13 and the lower column 15 on the inside surface is fitted over from the tapered surface 12 of the upper column 13 to the tapered surface 14 of the lower column 15.

Description

  The present invention relates to a prefabricated concrete column in which a lower column and an upper column are joined by a joint taper tube.

  A concrete column generally used as an electric pole or the like has an elongated cylindrical shape of 10 to 16 m. Therefore, a single long and heavy concrete column cannot be used on a narrow road.

  Thus, there are many cases in which an assembled steel pipe column that can be easily divided is used. However, this assembled steel pipe column has a drawback that it is expensive and there is concern about corrosion on the ground.

  Moreover, as a concrete pillar which can be constructed even in a narrow place, there are assembly-type concrete pillars in which flanges respectively provided on a plurality of concrete pillars are coupled by bolts at a construction site (for example, see Patent Documents 1 and 2).

JP 2005-188258 A JP 2008-013951 A

  Assembling-type concrete columns with bolts connecting the flanges of the upper and lower columns are not easy because it is not easy to manage the work such as the coupling force by bolts. In the case of outer flanges, the flanges protrude from the column body. There is also a problem from the viewpoint of crime prevention such as the possibility of damage to the appearance, the cables cannot be lowered directly along the column body, and the flange becomes a foothold, and in the case of the inner flange, a thick expensive steel joint There is also a problem that it is necessary to provide.

  This invention is made | formed in view of such a point, and it aims at providing the assembly-type concrete pillar which can solve the problem in the case of flange-joining an upper pillar and a lower pillar.

  The present invention includes a concrete upper column having a tapered surface with a gradually increasing diameter in a downward direction at least in a certain range at the lower end portion and an end surface fitting integrated with the lower end surface, and an end fitting on the lower end surface of the upper column. The end face metal fittings of the upper end faces facing each other in the end face butting state are integrated, and the lower pillar made of concrete having the tapered face continuously formed with the tapered face of the upper pillar at least within a certain range of the upper end, and the end face butting Joint metal fitting that connects the end face bracket of the upper pillar and the end face bracket of the lower pillar, which are opposed to each other, within the diameter of the tapered surface extending from the upper pillar to the lower pillar, and fits to the tapered faces of these upper pillar and lower pillar. It is a prefabricated concrete column having a tapered surface and a joint taper pipe that is fitted from the tapered surface of the upper column to the tapered surface of the lower column.

  According to the present invention, the end face fitting of the upper pillar of the assembling-type concrete column and the end face fitting of the lower pillar are connected by the joint fitting within the diameter of the taper surface extending from the upper pillar to the lower pillar, and from the tapered face of the upper pillar. The integrated structure with the joint taper tube fitted over the tapered surface of the column can solve the problems associated with flange connection of the upper column and the lower column, such as easy construction management. Sufficient strength can be transmitted between the upper and lower columns, so that even when a load or vibration is applied to the concrete column, the force acting on the joint pipe from the upper and lower columns can be reduced. , It can prevent deformation and breakage of the joint taper tube, can securely hold the joint taper tube with the same taper surface as the upper column and the lower column, and the upper column can be lifted with respect to the lower column Shift the can be reliably prevented by the joint bracket.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows a first embodiment of a prefabricated concrete column according to the present invention, where (a) is an exploded perspective view and (b) is a finished product perspective view. It is the perspective view which expanded the principal part of the concrete pillar same as the above. It is a disassembled perspective view of the principal part which shows 2nd Embodiment of the assembly-type concrete pillar which concerns on this invention. It is sectional drawing of the principal part of a concrete pillar same as the above. It is sectional drawing of the principal part which shows 3rd Embodiment of the assembly-type concrete pillar which concerns on this invention. FIG. 6 is a sectional view taken along line VI-VI in FIG. 5. It is sectional drawing of the principal part which shows 4th Embodiment of the assembly-type concrete pillar which concerns on this invention. It is the VIII-VIII sectional view taken on the line of FIG.

  Hereinafter, the present invention will be described with reference to the first embodiment shown in FIGS. 1 and 2, the second embodiment shown in FIGS. 3 and 4, and the third embodiment shown in FIGS. A detailed description will be given based on the fourth embodiment shown in FIGS.

  First, the first embodiment shown in FIGS. 1 and 2 will be described.

  As shown in FIGS. 1 (a) and 1 (b), an assembling-type concrete column 11 used as a concrete electric pole or the like includes an upper column 13 made of prestressed concrete having a tapered surface 12 with a gradually increasing diameter toward the lower side, The tapered surface 12 of the upper column 13 and the lower column 15 made of prestressed concrete having a tapered surface 14 with a gradually increasing diameter formed downward are formed above the lower end surface of the upper column 13 and the lower column 15. It is installed so that the end face is opposed to the end face.

  A steel end fitting 16 is integrated with the lower end surface of the upper column 13, and a steel end fitting 17 is integrated with the upper end surface of the lower column 15. The end face fitting 16 and the end face fitting 17 of the lower column 15 are connected by a steel joint fitting 18 within the diameter of the tapered surfaces 12 and 14 extending from the upper column 13 to the lower column 15.

  Each of the upper column 13 and the lower column 15 has a tapered pipe 20 for a joint having a tapered surface 19 having the same slope as the inner surface of the upper column 13 and the lower column 15, respectively. The taper surfaces 12 and 14 are approximately half-fitted.

  As shown in FIG. 2, the end fittings 16 and 17 of the upper pillar 13 and the lower pillar 15 of the assembling-type concrete pillar 11 have annular protrusions along the circumferential direction on the outer peripheral face adjacent to the end faces to be joined to each other. 21 and 22 are provided, respectively, and annular recesses 23 and 24 are provided on the opposite side of the end surfaces of these annular projections 21 and 22 joined to each other.

  On the other hand, the joint fitting 18 divides one annular body into a plurality of parts to form an arc-shaped joint piece body 25, and the inner peripheral surface of each of the joint piece bodies 25 has the end fittings 16, 17. Joint piece recesses 26 are formed to be fitted over the annular projections 21 and 22, respectively, and along the joint piece recesses 26, the end fittings 16, Joint piece convex portions 27 and 28 fitted to the respective annular concave portions 23 and 24 are formed.

  The plurality of joint piece main bodies 25 shown in FIG. 1A are held in an annular shape by the inner peripheral surface of the joint tapered tube 20 as shown in FIG. 1A shows the joint piece body 25 divided into two parts, it may be divided into three parts.

  Abutting surfaces of the end fittings 16 and 17 are provided with a plurality of positioning pins (not shown) for alignment and prevention of misalignment, and a plurality of pin fitting grooves (not shown) for fitting with these. ing.

  The tapered surfaces 12 and 14 shown in FIG. 1 are formed over the entire length of the upper column 13 and the lower column 15, but at least in a certain range in which the joint tapered tube 20 is fitted. Since it suffices that the diameter gradually increases, the other portion to which the joint taper tube 20 is not fitted may be formed in a straight shape.

  Next, the function and effect of the first embodiment shown in FIGS. 1 and 2 will be described.

  As shown in FIG. 1 (a), a lower pillar 15 having a tapered surface 14 is built on the installation surface, and an upper pillar 13 is lifted by a construction car on an end fitting 17 of the lower pillar 15, and the upper pillar The end face fitting 16 of 13 and the end face fitting 17 of the lower column 15 are abutted. At that time, the rotation direction of the upper column 13 and the lower column 15 is achieved by fitting positioning pins (not shown) provided at a plurality of positions of the end fittings 16 and 17 and pin fitting grooves (not shown). Determine the position.

  A two-piece or three-piece joint fitting 18 is set on the end face fitting 16 of the upper pillar 13 and the end face fitting 17 of the lower pillar 15 which are abutted. That is, each joint piece recess 26 of the joint piece main body 25 divided into a plurality of parts from the periphery thereof is fitted so as to straddle each annular projection 21, 22 formed on each end fitting 16, 17, and each The joint piece protrusions 27 and 28 are fitted into the annular recesses 23 and 24 of the end fittings 16 and 17, respectively, so that the joint piece main bodies 25 do not fall off the end fittings 16 and 17 Is fixed by temporary fixing means such as adhesive tape.

  Then, as shown in FIG. 1 (a), the joint tapered tube 20 is dropped from the end of the upper end of the upper column 13, and the tapered surface 19 on the inner surface of the joint tapered tube 20 is placed on the same slope. Fits the taper surface 12 of the column 13 and the taper surface 14 of the lower column 15 in close contact with each other, and presses and fixes the outer peripheral surface of each joint piece body 25 from the outside by the taper surface 19 of the joint tapered tube 20 To do. That is, the upper column 13 and the lower column 15 are integrated while pressing the joint fitting 18 by the tapered surface 19 of the joint tapered tube 20.

  At this time, the joint taper tube 20 is deformed so as to be in close contact with the tapered surfaces 12 and 14 of the upper column 13 and the lower column 15 and is also in close contact with the joint fitting 18 by being made relatively thin. 18 is securely fixed.

  In this way, the assembling-type concrete column 11 in which the upper column 13 and the lower column 15 are integrated by the joint metal fitting 18 and the joint tapered tube 20 is the same as the single concrete column when a load is applied. The joint is deformed like a cantilever with a fixed point, and an excessive force is not applied only to the joint tapered tube 20.

  Therefore, even when a load or vibration is applied to the prefabricated concrete column 11, the force acting on the joint taper tube 20 from the upper column 13 and the lower column 15 can be reduced, and deformation and breakage of the joint taper tube 20 can be prevented. The joint taper tube 20 having the same taper surface as that of the upper column 13 and the lower column 15 can be securely maintained, and a deviation such as the upper column 13 floating with respect to the lower column 15 can be prevented by the joint bracket 18. It can be surely prevented.

  Further, the assembling-type concrete pillar 11 is formed so that each of the joint piece main bodies 25 is arranged from the periphery thereof so as to straddle the annular convex portions 21 and 22 of the end face fittings 16 and 17 of the upper pillar 13 and the lower pillar 15 which are abutted. The joint piece concave portion 26 is fitted, and the joint piece convex portions 27 and 28 of each joint piece body 25 are fitted to the annular concave portions 23 and 24 of the end fittings 16 and 17, and then the joint tapered tube 20 is attached. The upper pillar 13 and the lower pillar 15 are fixed by being inserted from the end of the upper pillar 13 and fitted over the tapered face 12 of the upper pillar 13 to the tapered face 14 of the lower pillar 15, and a plurality of joint pieces Since the main body 25 is also fixed, the upper column 13 and the lower column 15 can be easily connected only by a simple operation, and the bolt tightening operation is not necessary, so that the assembly work can be easily performed without the need for managing the bolt tightening torque.

  Further, the upper column 13 and the lower column 15 are connected by the joint fitting 18 inside the tapered surface 19 of the joint tapered tube 20 fitted along the tapered surfaces 12 and 14 of the upper column 13 and the lower column 15, Since there is no member that protrudes outward from the tapered pipe 20 for joints, there is a risk that the appearance may be damaged like the conventional outer flange, the cables cannot be lowered directly along the pillar body, and the outer flange becomes a foothold The above problems can be solved, and it can be realized at low cost without the need to provide an expensive steel joint such as a conventional inner flange.

  In particular, according to the first embodiment, the end fittings 16 and 17 and the joint fitting 18 are formed in the same cross-sectional shape at all circumferential positions, so that the manufacturing is easy. However, it can be provided at low cost, and uniform and sufficient strength can be ensured over the entire circumference.

  Next, a second embodiment shown in FIGS. 3 and 4 will be described. In addition, the same code | symbol is attached | subjected to the same part as 1st Embodiment shown by FIG. 1, and the description is abbreviate | omitted.

  As shown in FIG. 4, a steel end fitting 31 is integrated with the lower end surface of the upper column 13 having the tapered surface 12, and a steel end fitting is provided on the upper end surface of the lower column 15 having the tapered surface 14. 32 are integrated, and the end face fitting 31 of the upper column 13 and the end face fitting 32 of the lower pillar 15 which are opposed to each other in the end face butt state are formed within the diameter of the tapered surfaces 12 and 14 extending from the upper pillar 13 to the lower pillar 15. A joint pipe taper pipe 20 made of steel pipe having an inner surface with a tapered surface 19 of the same gradient, which is connected by a joint fitting 33 made of metal and is fitted to the taper surfaces 12, 14 of the upper column 13 and the lower column 15, The taper is fitted over the tapered surface 12 of the upper column 13 and the tapered surface 14 of the lower column 15.

  As shown in FIG. 3, the end metal fittings 31 and 32 of the upper column 13 and the lower column 15 are intermittently provided along the circumferential direction on the outer peripheral surface adjacent to the end surfaces to be joined to each other. Are provided, and concave portions 36 and 37 are provided on the opposite side of the end surfaces of these convex portions 34 and 35 joined to each other.

  On the other hand, the joint fitting 33 includes an annular joint ring body 41 fitted to the outer peripheral surfaces of the end face fittings 31 and 32, and inner surfaces of the joint ring main body 41 at a plurality of circumferential positions of the joint ring main body 41. On the side, a plurality of insertion recesses 42 into which the plurality of protrusions 34 and 35 of the end face fittings 31 and 32 can be inserted from the axial direction are cut out, and from these insertion recesses 42 to the circumferential direction of the joint ring body 41 The joint ring body 41 is displaced in the circumferential direction to form a plurality of joint ring recesses 43 to be fitted over the protrusions 34 and 35 of the end fittings 31 and 32, and along these joint ring recesses 43, respectively. Joint ring convex portions 44 and 45 fitted into the concave portions 36 and 37 of the end fittings 31 and 32 are formed on the upper and lower portions of the inner peripheral surface of each joint ring body 41, respectively.

  In addition, two insertion recesses 42 of the joint metal fitting 33 are provided with stopper fitting holes 46 as rotation stopping means for fixing the position of the circumferential displacement of the joint ring main body 41. A plurality of stoppers 47 that are respectively fitted in the holes 46 are prepared. Since these stoppers 47 are fitted between the stopper fitting hole 46 and the convex portions 34, 34 of the end fitting 31 and between the convex portions 35, 35 of the end fitting 32, the circumferential displacement of the joint ring body 41 is prevented. it can.

  In addition, as shown in FIG. 4, holes 49, in which a plurality of prestressed concrete tension members, so-called PC steel members 48, which are arranged in the axial direction are engaged with each other, are arranged in the circumferential direction in the end fittings 31 and 32. ing.

  Next, the function and effect of the second embodiment shown in FIGS. 3 and 4 will be described.

  By fitting positioning pins (not shown) and pin fitting grooves (not shown) provided at a plurality of locations of the end fittings 31 and 32 of the upper pillar 13 and the lower pillar 15, the convexity of the end fitting 31 is obtained. While aligning the portion 34 and the convex portion 35 of the end fitting 32, these convex portions 34 and 35 are fitted into the insertion concave portion 42 of the joint fitting 33, and inside the joint fitting 33, as shown in FIG. The upper column 13 and the lower column 15 are joined so that the end surface fitting 31 of the upper column 13 and the end fitting 32 of the lower column 15 are abutted with each other.

  In this state, the joint ring main body 41 of the joint fitting 33 is displaced in the circumferential direction, and the stopper fitting hole 46 is positioned between the convex portions 34 and 34 of the end fitting 31 and between the convex portions 35 and 35 of the end fitting 32. Rotate until

  At this time, each joint ring recess 43 of the joint metal fitting 33 is fitted so as to straddle each convex part 34, 35 of each end face metal fitting 31, 32, and the joint ring convex parts 44, 45 of the joint metal fitting 33 are each end face. Since the fittings 33 and 37 are fitted into the recesses 36 and 37, the end fittings 31 and 32 of the upper column 13 and the lower column 15 can be integrated by the joint fitting 33.

  Furthermore, in order to fix the rotation position of the joint fitting 33, when the stoppers 47 are respectively inserted into the plurality of stopper fitting holes 46 of the joint fitting 33, these stoppers 47 are connected to the end fitting 31 from the stopper fitting holes 46. Therefore, the rotation of the joint metal fitting 33 is locked because it is located between the convex parts 34 and 34 and between the convex parts 35 and 35 of the end face metal fitting 32. These stoppers 47 are stopped so as not to come off by temporary fixing means such as an adhesive tape.

  Then, the joint tapered tube 20 is dropped from the end of the upper column 13, and as shown in FIG. 4, the tapered surface 19 of the inner column of the joint tapered tube 20 is made to have the tapered surface 12 of the upper column 13 having the same gradient. And the outer peripheral surface of the joint ring body 41 and the outer peripheral surface of each stopper 47 are pressed from the outside by the tapered surface 19 of the joint tapered tube 20. Fix it. That is, the upper column 13 and the lower column 15 are integrated while holding the joint fitting 33 by the tapered surface 19 of the joint tapered tube 20. At this time, the joint tapered pipe 20 is deformed so as to be in close contact with the tapered surfaces 12 and 14 of the upper column 13 and the lower column 15 and is also in close contact with the joint fitting 33 by being made relatively thin. 33 is securely fixed.

  According to this second embodiment, the joint fitting 33 having the joint ring body 41 formed in an annular shape has the function of integrating the upper column 13 and the lower column 15 by itself. Since 20 ensures the integration of the upper pillar 13 and the lower pillar 15, it is excellent in strength.

  Next, a third embodiment shown in FIGS. 5 and 6 will be described. In addition, the same code | symbol is attached | subjected to the same part as 1st Embodiment shown by FIG. 1, and the description is abbreviate | omitted.

  As shown in FIG. 5, a steel end fitting 51 is integrated with the lower end surface of the upper column 13 having the tapered surface 12, and a steel end fitting is provided on the upper end surface of the lower column 15 having the tapered surface 14. 52 are integrated, and the end face fitting 51 of the upper pillar 13 and the end face fitting 52 of the lower pillar 15 which are opposed to each other in the end face contact state are formed within the diameter of the tapered surfaces 12 and 14 extending from the upper pillar 13 to the lower pillar 15. A joint pipe tapered pipe 20 made of a steel pipe having a tapered surface 19 of the same gradient, which is connected by a joint fitting 53 made of metal and fitted with the tapered surfaces 12, 14 of the upper pillar 13 and the lower pillar 15, on the inner surface, The taper is fitted over the tapered surface 12 of the upper column 13 and the tapered surface 14 of the lower column 15.

  On the outer peripheral surface of each of the end fittings 51 and 52 of the upper pillar 13 and the lower pillar 15, a U-shaped cross section is continuously formed in the vertical direction from one end fitting 51 to the other end fitting 52 at a plurality of circumferential positions. Each of the concave grooves 54 and 55 is formed by cutting, and further, has a U-shaped cross section so as to expand in a direction intersecting from each concave groove 54 of one end face metal fitting 51 and each concave groove 55 of the other end face metal fitting 52. Engagement grooves 56 and 57 are formed by cutting.

  On the other hand, in the joint fitting 53, an axial joint piece main body 61 is fitted in each of the concave grooves 54, 55 from one end face fitting 51 to the other end face fitting 52, respectively. Flange end engaging projections 62 and 63 are integrally projected in a direction intersecting in the radial direction at positions corresponding to the engaging grooves 56 and 57 of the end fittings 51 and 52, respectively. , 52 are engaged with the engaging grooves 56, 57, respectively.

  Next, the function and effect of the third embodiment shown in FIGS. 5 and 6 will be described.

  By engaging positioning pins (not shown) and pin fitting grooves (not shown) provided at a plurality of positions on the end fittings 51 and 52, the concave portions are formed from one end fitting 51 to the other end fitting 52. The end metal fittings 51 and 52 of the upper pillar 13 and the lower pillar 15 are abutted so that the grooves 54 and 55 are continuous, and a plurality of joint metal fittings 53 are sequentially driven into the respective concave grooves 54 and 55, and their flange-like shapes are formed. The engaging convex portions 62 and 63 are engaged with the engaging grooves 56 and 57 of the end fittings 51 and 52, respectively.

  As a result, the end fittings 51 and 52 of the upper pillar 13 and the lower pillar 15 can be integrated by the plurality of joint fittings 53.

  According to the third embodiment, it can be easily manufactured by cutting the end fittings 51 and 52, forging the joint fitting 53, or the like.

  Next, a fourth embodiment shown in FIGS. 7 and 8 will be described. In addition, the same code | symbol is attached | subjected to the same part as 1st Embodiment shown by FIG. 1, and the description is abbreviate | omitted.

  A steel end metal fitting 71 is integrated with the lower end surface of the upper column 13 having the tapered surface 12, and a steel end metal fitting 72 is integrated with the upper end surface of the lower column 15 having the tapered surface 14.

  The end face fittings 71 and 72 of the upper pillar 13 and the lower pillar 15 include an inner cylindrical portion 73 and an outer cylindrical portion 74 that are fitted to each other, an outer peripheral surface of the inner cylindrical portion 73, and an inner peripheral surface of the outer cylindrical portion 74. Are provided with a semicircular circumferential groove 75, 76 formed to have a circular cross-section, and a steel ball insertion hole 77 drilled from the outer circumferential surface of the outer cylindrical portion 74 to the circumferential groove 76. .

  A plurality of steel balls 78 as joint fittings are inserted one by one from the steel ball insertion hole 77 between the circumferential grooves 75 and 76 of the inner cylinder portion 73 and the outer cylinder portion 74, over the entire length of the circumferential grooves 75 and 76. It is arranged. In short, the end metal fitting 71 of the upper column 13 and the end metal fitting 72 of the lower column 15 that are opposed to each other in the end face butting state are connected by a plurality of steel balls 78.

  Then, a tapered pipe 20 made of steel pipe having a tapered surface 19 of the same gradient fitted on the tapered surfaces 12 and 14 of the upper column 13 and the lower column 15 on the inner surface is used as the tapered surface 12 of the upper column 13. By fitting over the tapered surface 14 of the lower column 15 from the upper column 13, the upper column 13 and the lower column 15 can be integrated and the steel ball insertion hole 77 can be closed by the joint tapered tube 20.

  As described above, according to the first to fourth embodiments, the end fittings 16, 17, 31, 32, 51, 52, 71, 72 of the upper pillar 13 and the lower pillar 15 of the assembly-type concrete pillar 11 are provided. Are connected by a joint fitting 18 or 33 or 53 or 78 within the diameter of the tapered surfaces 12 and 14 extending from the upper column 13 to the lower column 15, and from the tapered surface 12 of the upper column 13 to the tapered surface 14 of the lower column 15. Because it is an integrated structure fitted with a joint taper pipe 20, no special tool is required as a joint part structure of the assembling-type concrete column 11, construction management is easy, and there is no protrusion such as an outer flange, It eliminates the need for thick steel joints like the inner flange, which makes it possible to reduce the cost of connecting the upper column 13 and the lower column 15 with a flange, as well as the joint bracket 18 or 33 or 53 or 78. Sufficient strength transfer between upper pillar 13 and lower pillar 15 Therefore, even when a load or vibration is applied to the assembled concrete column 11, the force acting on the joint taper tube 20 from the upper column 13 and the lower column 15 can be reduced, and the deformation of the joint taper tube 20 can be reduced. The joint taper tube 20 having the same taper surface as the upper column 13 and the lower column 15 can be securely maintained, and the upper column 13 can be lifted with respect to the lower column 15. Can be reliably prevented by the joint fitting 18 or 33 or 53 or 78.

  INDUSTRIAL APPLICABILITY The present invention is an invention that can be used industrially for business operators involved in the manufacture, sale, and construction of prefabricated concrete columns.

11 Prefabricated concrete columns
12 Tapered surface
13 Upper pillar
14 Tapered surface
15 Lower pillar
16 End bracket
17 End bracket
18 Joint bracket
19 Tapered surface
20 Taper pipe for fitting
21, 22 Annular projection
23, 24 Annular recess
25 Joint piece body
26 Joint piece recess
27, 28 Joint piece convex part
31, 32 End bracket
33 Joint bracket
34, 35 Convex
36, 37 recess
41 Joint ring body
42 Insertion recess
43 Joint ring recess
44, 45 Joint ring protrusion
46, 47 Stopper mating holes and stoppers as stopping means
51, 52 End bracket
53 Joint bracket
54, 55 groove
56, 57 engagement groove
61 Joint piece body
62, 63 Engaging projection
71, 72 End face bracket
73 Inner tube
74 Outer tube
75, 76 circumferential groove
77 Steel ball insertion hole
78 Steel balls

Claims (5)

An upper pillar made of concrete having a taper surface with a gradually increasing diameter in the downward direction in at least a certain range of the lower end portion and an end face fitting integrated with the lower end surface;
An end face metal fitting on the upper end surface that is opposed to the end face metal fitting on the lower end face of the upper column in an end face butting state is integrated and has a tapered surface continuously formed with the taper surface of the upper pillar at least in a certain range of the upper end portion. A concrete underpost,
A joint fitting that connects the end face fitting of the upper pillar and the end face fitting of the lower pillar facing each other in the end face butting state within the diameter of the tapered surface extending from the upper pillar to the lower pillar;
An assembly comprising a taper surface for fitting with each of the taper surfaces of the upper column and the lower column, and a taper pipe for a joint fitted from the taper surface of the upper column to the taper surface of the lower column. Formula concrete pillar. The end face brackets of the upper and lower pillars are
Annular protrusions respectively provided along the circumferential direction on the outer peripheral surface adjacent to the end surfaces to be joined to each other;
An annular recess provided on the side opposite to the end face side of these annular projections joined to each other;
The joint bracket is
An arc-shaped joint piece main body formed by dividing one annular body into a plurality of parts and kept in an annular shape by a tapered pipe for joints;
Joint piece recesses formed on the inner peripheral surfaces of these joint piece bodies and fitted over the respective annular protrusions of each end face fitting,
The joint piece convex part formed in the upper and lower parts of the inner peripheral surface of each joint piece main body along these joint piece recessed parts, respectively, was fitted with each annular recessed part of each end surface metal fitting. Assembling-type concrete pillar of description. The end face brackets of the upper and lower pillars are
A plurality of convex portions provided intermittently along the circumferential direction on the outer peripheral surface adjacent to the end surfaces joined to each other;
A concave portion provided on each side opposite to the end face side of these convex portions joined to each other;
The joint bracket is
A joint ring body formed in an annular shape to be fitted to the outer peripheral surface of each end fitting;
A plurality of insertion recesses that can be inserted from the axial direction in a plurality of circumferential portions of the joint ring body, and a plurality of projections of each end face metal fitting can be inserted from the axial direction;
A joint ring recess formed from each of these insertion recesses in the circumferential direction of the joint ring body and fitted to each protrusion of each end face fitting from the circumferential direction by a circumferential displacement of the joint ring body;
A joint ring convex part formed on each inner ring upper and lower part of each joint ring body along these joint ring concave parts and fitted in each concave part of each end face fitting,
The assembly-type concrete pillar according to claim 1, further comprising a rotation stop means for fixing a position of a displacement in a circumferential direction of the joint ring body. On the outer peripheral surface of each end fitting of the upper pillar and lower pillar,
A plurality of concave grooves each formed by continuously cutting in the vertical direction from one end face metal fitting to the other end face metal fitting in a plurality of circumferential directions thereof,
A plurality of engaging grooves each formed by cutting so as to expand in a direction intersecting from each concave groove of one end face metal fitting and each concave groove of the other end face metal fitting,
The joint bracket is
A joint piece body fitted to each of the concave grooves from one end fitting to the other end fitting;
Of these joint piece bodies, engaging protrusions integrally projecting in a direction intersecting at positions corresponding to the engaging grooves of the end face fittings and engaged with the engaging grooves of the end face fittings, respectively. The prefabricated concrete pillar according to claim 1, comprising: The end face brackets of the upper and lower pillars are
An inner cylinder part and an outer cylinder part fitted to each other;
A semicircular cross-sectional circumferential groove formed to have a circular cross-section according to the outer peripheral surface of the inner cylindrical portion and the inner peripheral surface of the outer cylindrical portion,
A steel ball insertion hole drilled from the outer peripheral surface of the outer cylinder part to the circumferential groove,
The assembly-type concrete pillar according to claim 1, wherein the joint fitting is formed by a plurality of steel balls inserted between the peripheral grooves of the inner cylinder part and the outer cylinder part from the steel ball insertion hole.

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