JP2006291650A - Aseismatic reinforcement construction method for building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an aseismatic reinforcement construction method for a building, providing a large opening part for ensuring daylighting and draft on a structural face, reducing manufacturing cost, and facilitating construction. <P>SOLUTION: A latticed reinforcing frame body S is constituted by arranging a cross-type frame body 1 constituted by crossing of a steel vertical member 2 and a steel horizontal member 3 in the structural face A, nipping tip parts of the cross-type frame bodies 1, 1 mutually by a splice plate 4, and tightening them by a high tension bolt 5. Steel frame bodies 6 are attached on structural face A sides to beams 7, 7 and columns 8, 8 joined with the reinforcing frame body S, respectively, and the reinforcing frame body S is tightened on the frame body 6 by the high tension bolt 5 through the splice plate 4. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to a seismic reinforcement method for buildings, and more particularly, to a method for constructing a reinforcing frame in a construction surface surrounded by columns and beams.

Conventionally, as a seismic reinforcement method for an existing building, a seismic wall is constructed within the structure surrounded by pillars and beams to increase the horizontal strength of the existing building. For example, Patent Document 1 discloses a technique for a seismic reinforcement method for a structure in which rhombus-shaped lightweight precast concrete plates are disposed in a construction surface surrounded by columns and beams.
Japanese Patent Laid-Open No. 11-81694 (Page 2, Fig. 2-3)

  However, in the case of the earthquake-resistant wall described in Patent Document 1, it is necessary to manufacture a lightweight precast concrete plate in accordance with the size of the construction surface. Therefore, the manufacturing cost is high, and a diamond-shaped lightweight precast concrete plate is arranged. It is difficult to provide a large opening in a seismic wall constructed and constructed because it causes a decrease in proof stress.

  The present invention has been made in view of the above-mentioned problems, and can be provided with a large opening for securing lighting and ventilation in the construction surface, and it is inexpensive to manufacture and easy to install. The purpose is to provide a reinforcement method.

In order to achieve the above object, the seismic retrofitting method for a building according to the present invention arranges a cross-shaped frame structure in which vertical members and cross members intersect in a structure surrounded by columns and beams constituting the building. It is characterized in that the ends of the cross-shaped frame are bolted together to construct a lattice-shaped reinforcing frame in the surface.
In the present invention, a cross frame structure in which vertical members and cross members cross each other is arranged in the surface, and a reinforcing frame is constructed by bolting the ends of the cross frame structure to each other. In addition to being streamlined, the fabrication of the cruciform frame is easy and the manufacturing cost can be kept low. Moreover, since a lattice-shaped reinforcing frame is constructed, a large opening for securing lighting and ventilation can be provided in the construction surface. In addition, structurally, it is preferable that the ends of the cruciform frame are pin-jointed by bolt joints, and the fracture type is preceded by bending yielding of the vertical members and cross members at the cross member of the cruciform frame. Deformation performance can be ensured.

Moreover, in the earthquake-proof reinforcement method for buildings according to the present invention, the crossing portion of the cruciform frame may be formed of a panel made of low yield point steel.
In the present invention, a panel made of low-yield point steel is used at the intersection of the cruciform frame where the bending moment is the largest, and the portion is yielded in advance to absorb the seismic energy, so that the reinforcing frame is used. A vibration control effect can be obtained.

In the seismic reinforcement method for a building according to the present invention, a unit frame is formed by integrating the plurality of cross-shaped frames, the unit frame is disposed in the frame, and the unit frame The ends may be bolted together to construct a grid-like reinforcing frame in the construction surface.
In the present invention, it is possible to further rationalize the construction by using a unit frame that integrates a plurality of cross-shaped frames for the construction of a reinforcing frame.

  The present invention is a method of constructing a reinforcing frame by arranging a cross-shaped frame structure in which vertical members and cross members cross each other in the surface and bolting the ends of the cross-shaped frame to each other. In addition to streamlining the construction, it is easy to process the cruciform frame, so the manufacturing cost can be kept low. In addition, since the lattice-shaped reinforcing frame is constructed, a large opening for securing lighting and ventilation can be provided in the construction surface.

DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a seismic reinforcement method for buildings according to the present invention will be described with reference to the drawings.
The seismic reinforcement method for a building according to the present invention constructs a grid-like reinforcing frame in a structure surrounded by columns and beams, and FIG. 1 shows a first embodiment thereof.
The lattice-shaped reinforcing frame S includes a cross-shaped frame 1 in which a steel vertical member 2 and a horizontal member 3 intersect each other in the surface A, and the ends of the cross-shaped frame 1 and 1 are connected to each other. Is fastened with a high-strength bolt 5. Each of the beams 7 and 7 and the columns 8 and 8 to which the reinforcing frame S is joined is provided with a steel frame 6 on the surface A side, and the reinforcing frame S is attached to the frame 6 with a splice plate. Fastened with high-strength bolts 5 through 4.

FIG. 2 shows a cruciform frame used in the first embodiment.
The cross frame 1 is welded by contacting the longitudinal members 2 and 2 made of H-shaped steel with the flanges 3f and 3f of the transverse member 3 made of H-shaped steel, respectively. The panels 3 and 3 are welded in contact with each other, and a panel made of low yield point steel is welded to the intersection (panel zone) 14 of the cruciform frame 1.
Further, bolt holes 13 are provided at the tip ends of the webs 2w and 3w of the vertical member 2 and the horizontal member 3, and the cruciform frame 1 and the mutual webs 2w and 3w are sandwiched between the splice plates 4 to increase the height. By fastening with the force bolt 5 (the flanges 2f and 3f are not joined), a pin joint is realized in which no bending moment acts.

Next, a method for constructing the reinforcing frame S will be described.
First, stud bolts 10 are placed on the side of the construction surface A of the beams 7, 7 and the columns 8, 8 to which the reinforcing frame S is joined. Is disposed. Then, a frame body 6 made of H-shaped steel having stud bolts 9 implanted on the outer peripheral surface is set in the construction surface A, and a non-shrink mortar between the frame body 6 and the beams 7 and 7 and the columns 8 and 8. The frame body 6 is fixed to the beams 7 and 7 and the columns 8 and 8.
Next, the cruciform frame body 1 manufactured in advance in a factory or the like is disposed in the surface A, and the ends of the cruciform frame structures 1 and 1 are sandwiched between the splice plates 4 and fastened with high-strength bolts 5; The cruciform frame 1 is fastened to the frame 6 with a high-strength bolt 5 via a splice plate 4.

In the seismic reinforcement method for a building according to the present embodiment, a cross-shaped frame 1 in which steel vertical members 2 and cross members 3 intersect each other is disposed in the surface A, and the tips of the cross-shaped frames 1 and 1 are arranged. The parts are fastened with high-strength bolts 5 via the splice plate 4 to construct the reinforced frame S, so that the construction is streamlined and the processing of the cruciform frame 1 is easy so that the manufacturing cost can be kept low. it can. Moreover, since the lattice-shaped reinforcing frame S is constructed, a large opening for securing lighting and ventilation can be provided on the surface A.
Further, in the seismic reinforcement method for a building according to the present embodiment, a panel made of low yield point steel is used at the intersection 14 of the cruciform frame 1 where the bending moment is greatest, so the intersection 14 yields in advance. To absorb seismic energy. That is, it is possible to expect a seismic control effect by the reinforcing frame S.

FIG. 3 shows a second embodiment of the seismic reinforcement method for buildings according to the present invention, and the structure of the cross-type frame is different from that of the first embodiment. FIG. 4 shows a cruciform frame used in the present embodiment.
The cruciform frame 21 is a steel frame reinforced concrete structure (hereinafter referred to as SRC structure) in which a cruciform steel plate 26 is covered with concrete 27. Around the cross-shaped steel plate 26, main bars 28 are arranged in the vertical direction and the horizontal direction, respectively, and a shear reinforcing bar 29 is wound around the main bar groups 28.
Moreover, the front-end | tip part of the vertical member 22 and the cross member 23 which comprise the cross-shaped frame 21 is made into the notch part 30 which notched concrete 27, and the cross-shaped steel plate 26 in which the bolt hole 31 was formed is exposed. .

Next, a method for constructing the reinforcing frame C will be described.
First, similarly to the first embodiment, the frame body 6 is set on the side of the construction surface A of the beams 7 and 7 and the columns 8 and 8 to which the reinforcing frame C is joined, the stud bolts 9 and 10, and the filler. The frame 6 is fixed to the beams 7 and 7 and the columns 8 and 8 through 12.
Next, a cruciform frame body 21 manufactured in advance at a factory or the like is disposed in the plane A, and the cross-shaped frame structures 21 and 21 are sandwiched by a splice plate 24 and fastened with a high-strength bolt 25. The cruciform frame 21 is fastened to the frame 6 with a high-strength bolt 25 via a splice plate 24. In addition, the mortar etc. are filled into the notch part 30 after a bolt joining.

  In the seismic reinforcement method for buildings according to this embodiment, in addition to the same effects as the first embodiment such as rationalization of construction and reduction of manufacturing costs, the cross-shaped frame 21 is made of SRC, so it has high rigidity. A reinforced frame C can be constructed. In addition, since the reinforcing frame C is covered with concrete, fire resistance and aesthetic effects can be expected.

  As mentioned above, although embodiment of the earthquake-proof reinforcement method of the building which concerns on this invention was described, this invention is not limited to said embodiment, In the range which does not deviate from the meaning, it can change suitably. For example, in the above-described embodiment, the cross-shaped frame is disposed in the frame to construct the lattice-shaped reinforcing body. A new unit frame body in which two or more cross-shaped frame bodies are integrated may be arranged in the surface of the structure to construct a lattice-shaped reinforcing body. In addition, the SRC cross-shaped frame may be formed by embedding H-shaped steel instead of the cross-shaped steel plate and omitting the main bars.

1st Embodiment of the earthquake-proof reinforcement method of the building which concerns on this invention is shown, (a) is an elevation, (b) is a plane sectional view. It is an elevational view of a cross-type frame used in the first embodiment. 2nd Embodiment of the earthquake-proof reinforcement method of the building which concerns on this invention is shown, (a) is an elevation, (b) is a plane sectional view. It is an elevational view of a cruciform frame used in the second embodiment.

Explanation of symbols

1, 21 Cross-shaped frame 2, 22 Vertical member 3, 23 Horizontal member 4, 24 Splice plate 5, 25 High strength bolt 6 Frame 7 Beam 8 Column 9, 10 Stud bolt 11 Spiral muscle 12 Filler 13, 31 Bolt Hole 14 Intersection 26 Cross-shaped steel plate 27 Concrete 28 Main reinforcement 29 Shear reinforcement 30 Notch A Construction surface S, C Reinforced frame

Claims (3)

  In the structure surrounded by the pillars and beams that make up the building, a cross-shaped frame is formed by crossing vertical and horizontal members, and the ends of the cross-shaped frame are bolted together, A seismic reinforcement method for a building, wherein a lattice-shaped reinforcing frame is constructed in the surface.   2. The method for seismic reinforcement of a building according to claim 1, wherein an intersection of the cross-shaped frame is formed by a panel made of low yield point steel.   A unit frame is formed by integrating a plurality of the cruciform frame, the unit frame is disposed in the frame, and the ends of the unit frame are bolted to each other in the frame. A seismic reinforcement method for a building according to claim 1 or 2, wherein a grid-like reinforcing frame is constructed.

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