JPH0765318B2 - Foundation for precast concrete column erecting - Google Patents

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a Pca pillar standing foundation for self-standing by fitting and supporting a precast concrete pillar (Pca pillar) in a mortise hole.

[0002]

2. Description of the Related Art Conventionally, a construction method of constructing a multi-storey building by supporting a Pca pillar on a foundation constructed on the ground and making it self-supporting has been practiced. As shown in FIGS. 8 and 9, the conventional Pca pillar upright foundation in this type of construction is integrally formed with the foundation parts 1, 1 for pillar props and the beam part 2 between the foundation parts 1, 1. Common reinforcement bars 3 and 3 are embedded in them in a continuous arrangement, and mortises 4 are opened inside the reinforcement bars 3 and 3. Then, as shown in FIG. 9, the Pca pillar 5 is inserted into the mortise 4, the wedge 6 is inserted to adjust the standing angle of the Pca pillar 5, and then the interstitial concrete 7 is inserted into the mortises 4 and Pc.
The Pca pillar 5 is self-supported by being placed in the gap between the a pillar 5 and the pillar 5.

[0003]

DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
a In the foundation structure for erecting the pillar, when a force in the outward tilting direction is applied to the Pca pillar, a large outward horizontal force acts on the upper end peripheral portion of the mortise, so make this portion thin. However, since the reinforcing bar that is common to the beam portion is used, the entire shape including the beam portion is inevitably large, and there is a problem that a large amount of material is required.

In addition, when the Pca pillar is erected, Pca
A wedge is inserted between the column and the upper edge of the mortise, and the interlocking concrete is placed in the state where it is temporarily fixed.Therefore, the upper edge of the mortise is easily damaged by the external force applied through the wedge. However, the supporting wire could not be removed until the stuffed concrete was solidified, which hindered other work during this period, resulting in poor work efficiency.

In view of such conventional problems, the present invention can obtain a strong column supporting force with a small amount of material, and moreover, Pca.
The purpose of the present invention is to provide a foundation for Pca pillar erecting, which can strengthen temporary fixing when the pillar erects.

[0006]

The feature of the present invention for solving the above-mentioned conventional problems is to open a mortise hole into which the lower end of a precast concrete column (hereinafter referred to as Pca column) is fitted, In a precast concrete column erecting foundation in which the lower end of a Pca column is fitted into the mortise to be self-supporting, an upper edge reinforcing ring made of a steel plate-like material is embedded by being exposed at the inner surface of the upper end of the mortise. the stress transfer muscle which is fixed at one end portion to the outer surface of the mutually parallel sides of the reinforcing ring, extends toward the beam portion which is provided continuously to the foundation, before
Flange integrally formed on both upper edges of the beam around the mortise
Is embedded in the overhanging portion of the beam , and the tip of the main bar of the beam is arranged so as to overlap the end stress transmitting bar in the beam width direction.
Especially .

[0007]

The Pca column upright foundation according to the present invention has the main beam reinforcement and the stress transmission reinforcement extending from the upper edge reinforcement ring overlapped in the width direction of the beam portion, so that the reinforcement ring is prevented from facing outward. External force is applied to the beam by the tensile stress of the stress transmission muscle.
Through flange-shaped overhangs that are integrally formed on both sides of the upper edge of the
Te, that Do and be conveyed to the beam portion. Therefore this beam
The part is provided with a flange-shaped protruding part only around the mortise.
For example, the other parts may be narrower than the pillar.
You can obtain sufficient proof strength. Also, Pc transmitted via beams
Since the load during temporary installation of the a pillar is received by the steel reinforcing ring, a strong temporary installation that is not easily damaged is possible, and the support wire can be removed without waiting for the solidification of the interstitial concrete.

[0008]

Embodiments of the present invention will now be described with reference to the drawings.

1 to 4 show the case where the present invention is applied to the outermost corner of a building, where A is Pc according to the present invention.
It is the foundation for a pillar erecting. This foundation A has a prismatic portion 11 on a base body portion 12 at the bottom, and Pca is at the center of the upper surface.
A mortise 13 for pillar fitting is opened.

Beams 14a and 14b are integrally formed on two sides of the prism 11 and the base body 12 which are orthogonal to each other. The beam portions 14a and 14b are formed to have a width narrower than that of the mortise 13. In addition, each of the above parts is integrally molded by cast-in-place concrete.

On the inner surface of the opening of the mortise 13, there is embedded a reinforcing ring 21 for supporting the upper edge, which is formed in a ring shape from a die steel material having a U-shaped cross section.
The inner surface of No. 1 is exposed to the inner surface of the mortise.

The stress transmission lines 22a and 22b extend from the two parallel sides of the reinforcing ring 21 toward the beams 14a and 14b. These stress transmission muscles 22a,
22a, 22b, 22b have one end side integrated with the outer surface of the reinforcing ring 21 by welding, and the other end side of each beam portion 1
It is embedded in flange-shaped projecting portions 15a, 15b integrally formed on both sides of the upper edges of 4a, 14b. The upper main reinforcements 17a, 17b of the beam portions 14a, 14b are inserted between the stress transmission reinforcements.

The upper end of the prismatic portion 11 and each of the overhanging portions 1
5a and 15b are located outside the reinforcing ring 21 and the respective stress transmission lines 22a and 22b.
Upper edge reinforcing bar 1 in a U-shape that surrounds the upper end of the
6a and 16b are buried. One of the two reinforcing bars 16a is embedded by extending both ends of the U-shape into the overhanging portions on both sides of the one beam portion 14a.
6b is extended and embedded in the overhang | projection part of both sides of the other beam part 14b.

The lower main bars 18 of the beams 14a and 14b
The a and 18b are extended and embedded below the mortise 13 inside the prismatic portion 11.

When the present invention is applied to the middle portion of the beam, the beam portions 14c and 14d are arranged in the extension direction on the two opposite sides of the prismatic portion 11 as shown in FIGS.
Are integrally provided, and the beam portions 14e are integrally provided in a T-shape in an orthogonal arrangement to these, and the prismatic portion 1 is provided at the upper edge portion thereof.
Flange-shaped overhanging portions 15c, 15 that are overhanged to the same width as 1.
d and 15e are provided, the stress transmission lines 22c, 22d and 22e are extended and embedded in the overhanging portions on both sides of each beam portion from the reinforcing ring 21 embedded in the inner surface of the upper edge portion of the mortise 13, and the beam is provided between the tips thereof. Upper main bars 17c of the parts 14c, 14d, 14e,
The ends of 17d and 17e are positioned and overlapped in the width direction.

In the above-mentioned embodiment, the U-shaped upper edge reinforcing bar is embedded outside the reinforcing ring 21 and each stress transmitting bar extending from the reinforcing ring 21, but in the present invention, the upper edge reinforcing bar is formed. Not necessarily required.

Generally, in the Pca pillar upright foundation, when an external force P in the tilting direction acts on the Pca pillar 20 as shown in FIG. 7, the stress P in the direction opposite to the external force P acts on the outer upper part of the mortise hole 13. ₁ occurs, and the stress P _{2 in the} same direction as the external force P is generated in the lower inside
However, in the present invention, the stress P ₁ generated in the upper part
Is supported by the tensile force of the stress transmission muscle through the reinforcing ring 21, and is transmitted to the beam portion where the beam upper main reinforcement overlaps.

Further, the Pca column 20 is inserted into the mortise hole 13, and the spacer between the periphery of the Pca column 20 and the inner surface of the mortise hole uses a bolt 23 previously provided on the Pca column 20 at a height at which it contacts the inner surface of the reinforcing ring 21. You can

[0019]

As described above, according to the present invention, a reinforcing ring made of steel is embedded in the inner surface of the upper edge of the mortise, and a flange-shaped tension is integrally formed on both sides of the upper edge of the beam from the reinforcing ring.
Out section stress transfer muscles extending in, which was transmitted to the external force applied to the tip and the width direction overlap is allowed by mortises beam portion main reinforcement in the beam portion, by which is to support the external force as a tensile force The width of the main body portion and the beam portion can be reduced, and a large proof stress can be obtained.

Further, when the Pca pillar is erected, the spacer between the upper surface of the mortise hole and the Pca pillar can be brought into contact with the steel reinforcing ring, and a large bearing pressure can be obtained. The support wire can be removed immediately after stopping.

[Brief description of drawings]

FIG. 1 is a cross-sectional view showing a bar arrangement state according to a first embodiment of the present invention.

FIG. 2 is a cross-sectional view taken along the line AA in FIG.

FIG. 3 is a sectional view taken along line BB in FIG.

FIG. 4 is a sectional view taken along the line CC in FIG.

FIG. 5 is a transverse cross-sectional view showing a bar arrangement state according to a second embodiment of the present invention.

6 is a cross-sectional view taken along the line DD in FIG.

FIG. 7 is an explanatory diagram showing a stress state of a mortise portion with respect to an external force applied to a column.

FIG. 8 is a plan view showing a conventional Pca pillar standing portion.

FIG. 9 is a vertical sectional view of the same.

[Explanation of symbols]

11 Prismatic column part 12 Foundation main body part 13 Mortise hole 14a, 14b, 14c, 14d, 14e Beam part 15a, 15b, 15c, 15d, 15e Overhang part 16a, 16b, 16c, 16d, 16e Upper end reinforcement bar 17a, 17b , 17c, 17d, 17e Upper main bar 18a, 18b, 18c, 18d, 18e Lower main bar 20 Pca column 21 Reinforcing ring 22a, 22b 22c, 22d, 22e Stress transmission bar 23 Bolt

Claims (1)

[Claims] 1. A precast concrete pillar for standing, wherein a mortise hole into which a lower end of a precast concrete pillar (hereinafter referred to as a Pca pillar) is fitted is opened on the upper surface, and the lower end of the Pca pillar is fitted into the mortise hole to be self-supporting. In the foundation, an upper edge reinforcing ring made of a steel plate-like material is buried so as to be exposed at the inner surface of the upper end of the mortise, and a stress transmitting muscle having one end fixed to the outer surfaces of the parallel sides of the reinforcing ring. Is extended toward the side of the beam that is connected to the foundation, and is integrally formed on both sides of the upper edge of the beam around the mortise.
A Pca pillar upright foundation , which is embedded in a flange-shaped overhanging portion and is arranged such that a tip of a main bar of the beam portion overlaps with the end stress transmitting bar in a beam width direction.