JP2005248429A - Aseismic rebuilding method of existing exterior wall - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an aseismic rebuilding method of an existing exterior wall for rebuilding into a house improved in aseismic performance by rebuilding the existing exterior wall. <P>SOLUTION: In this aseismic rebuilding method of the existing exterior wall, a part of an exterior material 4 of an existing wooden house is torn off in a position dislocated from the center of a main column 1 and a stud 2; a reinforcing material 5 is fixed to a side surface of the stud 2 of a torn exposure space β; a structural face material 6 is fixed to the exposure space β; and a new exterior material 8 is fixed on the exterior material 4 and the structural face material 6. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a seismic retrofit method for an existing exterior wall for repairing an existing exterior wall to a house with improved earthquake resistance.

  In general, as a structure to add earthquake resistance to a house, a structural plate or other reinforcing plate is attached to improve the earthquake resistance, or a structural reinforcing plate such as a structural plate is built in the interior by a conventional method. There are earthquake-resistant repair structures that are constructed as earthquake-resistant members for old wooden houses. (For example, refer to Patent Documents 1 to 5).

JP 09-328825 A JP-A-10-338980 JP-A-11-107366 JP 2000-291130 A JP 2003-247289 A

  However, Patent Documents 1 to 3 are structures that are newly constructed to improve the earthquake resistance, sound insulation, and heat insulation by constructing a reinforcing plate, and have not been established as a repair structure. Moreover, although patent document 4, 5 is a structure for adding earthquake resistance to the existing wooden house, it is a structure constructed on the interior material side.

  In order to solve such drawbacks, the present invention peels off a part of the exterior material of an existing wooden house at a position shifted from the center of the main pillar and the intermediate pillar, and fixes the reinforcing material to the side face of the peeled exposed space. The present invention provides a seismic retrofit method for an existing exterior wall in which a structural face material is fixed in an exposed space, and a new exterior material is fixed on the exterior material and the structural face material.

  According to the earthquake-resistant repair method for existing exterior walls according to the present invention, (1) the earthquake resistance can be easily improved. (2) The earthquake resistance of existing wooden houses can be improved. (3) The reinforcing material can be formed while leaving the existing exterior material, and the seismic reinforcement can be performed only by disassembling only the portion to be seismically reinforced. (4) Does not require large-scale dismantling. (5) If a trunk edge is formed, a ventilation structure can be formed. (6) Since the existing exterior wall is partially removed, the properties of the structural housing can be grasped and repaired. (7) It is effective that the bearing walls are arranged on the outer periphery of the building. In particular, it is ideal that the bearing walls are arranged in an L shape at corners such as the protruding corners where the bearing wall lines intersect. It is convenient because the bearing wall can be strengthened when repairing the outer wall. There are features and effects.

  Hereinafter, the earthquake-proof repair method for an existing exterior wall according to the present invention will be described in detail with reference to the drawings. 1 (a) to 1 (g) are cross-sectional views showing a construction sequence of the seismic repair method for existing exterior walls according to the present invention, and FIG. 2 is a cross-sectional view showing an example of a construction state. α is an existing housing, and A is an existing exterior wall.

  The existing frame α is composed of the main column 1 and the intermediary column 2, although not shown, a beam, a base, a brace, a torso, a punch, a heat insulating material (for example, glass wool) and the like, and the existing exterior wall A is a dry exterior material (made of metal) Siding, ceramic siding, tile, ALC, etc.). In addition, 3 shown with a dashed-dotted line is interior material, (beta) is space.

  Reference numeral 5 denotes a reinforcing material, and a member as shown in FIG. 7A is formed as shown in FIGS. 1C, 5A, and 5B. As the material, wood is mainly used, but it is made of other metal materials, plastic materials (fire resistance), and the like.

  Reference numeral 6 denotes a structural face material, and a member as shown in FIG. 7B is formed as shown in FIGS. 1D, 6A, and 6B. The structural face material 6 is used for a main part in the structural strength of a building.

  The structural face material 6 is a structural plywood, particle board, structural panel (OSB), hard board, hard wood cement board, gypsum board, gypsum lath board, sizing board (sieving insulation board), rasito, etc. .

An example of the structural face material 6 is a structural plywood, which is a plywood used for a main part in terms of structural strength of a building. Structural plywood class 1 (specialty, class 1) is a plywood used for parts required for the load-bearing structure of buildings such as 2x4 houses (two-by-four). is there. The dimensions are 7.5 to 24 mm in thickness, width = 910 · 1220 mm, etc. (width is arbitrary), length = 1820/2430/2730 mm, etc. (length is arbitrary). The thickness of the veneer is specified, thereby guaranteeing the strength of the plywood. Further, the structural plywood class 2 (special class 1) of the structural plywood is used in the same manner as the first class, but is mainly composed of softwood plywood. The dimensions are thickness = 5.5-24 mm, width = 910/1220 mm, etc. (width is arbitrary), length = 1800/1820 / 2430-2730 mm, etc. (length is arbitrary). It is better to use “special” for the exterior.

  Reference numeral 7 denotes a trunk edge, which is formed as shown in FIG. As the material, wood is mainly used, but it is made of other metal materials, plastic materials (fire resistance), and the like.

  8 is a new exterior material, which is formed as shown in FIG.

  The new exterior material 8 is made of a dry exterior material (metal siding, ceramic siding, tile, ALC, etc.) and the like. An example of the new exterior material 9 is as shown in FIGS. 8A to 8D, and is a metal siding material composed of a front surface material 9, a back surface material 10, a core material 11, and a packing material 12.

  Of course, it can also be formed in an existing housing α in which a heat insulating material such as glass wool is formed in the space β.

  Here, the construction method of the earthquake-proof repair method of the existing exterior wall which concerns on this invention is demonstrated using Fig.1 (a)-(g),-Fig.6 (a), (b). Fig.1 (a), FIG.3 (a), (b) is the existing exterior wall A which performs earthquake-proof repair. First, as shown in FIGS. 1 (b), 4 (a), and 4 (b), the exterior material 4 of the existing exterior wall A portion to be subjected to earthquake-proof repair is removed. At this time, the main pillar 1 and the intermediate pillar 2 are removed by being shifted by a distance t from the central portion. In the figure, the removal width is 910 mm. Of course, the removal width is determined by the structure of the existing housing α and the size of the structural face material 6 and is arbitrary.

By displacing the main pillar 1 and the center pillar 2 from the central portion by a distance t, the structural face material 6 can be reliably fixed. Moreover, seismic reinforcement can be performed by using together with an existing bracing wall (shown in FIG. 9).

Next, as shown in FIG. 1C, FIG. 5A, and FIG. 5B, the reinforcing member 5 is fixed to the side surface of the stud 2 via a fixing tool such as a nail. Thereafter, as shown in FIGS. 1D, 6A, and 6B, the structural face material 6 is fixed in the space β through a fixing tool such as a nail.

  Next, as shown in FIGS. 1 (e) and (f), the trunk edge 7 (here, the longitudinal trunk edge) and the new outer wall material 8 are fixed through a fixing tool such as a nail to complete the construction. . Of course, when the new exterior material 8 is vertically stretched, the trunk edge 7 is formed as a horizontal trunk edge.

  What has been described above is only one example of the existing exterior wall seismic retrofitting method according to the present invention, and can also be formed as shown in FIGS. 9 to 11A to 11C.

  That is, FIG. 9 to FIG. 10A to FIG. 10G are explanatory views showing a structure for retrofitting the existing housing α on which the brace 1a is formed and a construction method thereof.

  11A to 11C show a structure in which a new exterior material 8 is formed directly on the exterior material 4 and the structural face material 6 without forming the trunk edge 7. In particular, FIG. 6C shows a structure in which a non-land adjustment plate member 13 (long) is formed in the space between the structural face member 6 and the new exterior member 8.

The outer wall of an already resident house that provides seismic reinforcement for existing houses has holes in the outer wall surface, such as an air conditioner, a bathtub, and a stove. In addition, the roof of the bay window and the window ridge protrude from the left and right pillars on both sides, or the column interval is 4.5 metric, the column interval is 3 metric, and one side is the corner. The case is not uncommon. For this reason, when a seismic reinforcement is applied to an existing outer wall using a 3 × 9 plate bearing wall, a bearing wall such as a structural wall cannot be directly applied to a wall surface with a 3 or 6 column spacing. There are many cases. In such a case, the seismic retrofitting method for an existing exterior wall according to the present invention, in which earthquake-proof reinforcement is performed using the three-side wall surfaces of one side column and the other side column, is very useful.

It is explanatory drawing which shows the construction order of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows a typical example of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows a typical example of the member used for the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows a typical example of the member used for the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the other Example of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the other Example of the earthquake-proof repair method of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the other Example of the earthquake-proof repair method of the existing exterior wall which concerns on this invention.

Explanation of symbols

α Existing frame β Space A Existing exterior wall 1 Main pillar 1a Brace 2 Spacer 3 Interior material 4 Exterior material 5 Reinforcement material 6 Structural face material 7 Body edge 8 New exterior material 9 Surface material 10 Back material 11 Core material 12 Packing material 13 Uneven adjustment board

Claims (1)

A part of the exterior material of the existing wooden house is peeled off at a position shifted from the center of the main pillar and studs, the reinforcing material is fixed to the side of the exposed pillars of the exposed space, and the structural face material is fixed to the exposed space. Seismic retrofitting method for existing exterior walls, characterized in that a new exterior material is fixed on the material and structural face material.

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