JP2006177058A - Earthquake-proof retrofitting structure for existing external wall - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an earthquake-proof retrofitting structure for an existing external wall, for retrofitting the existing external wall by using structural face plates to rebuild a house with improved earthquake resistance. <P>SOLUTION: According to the earthquake-proof retrofitting structure for the existing external wall, in a space between a corner portion α of each of four corners and a specific stud 2 of an existing wooden house constructed according to the framework construction method, corner fittings 13 are fixed to upper and lower ends of each of a corner column 1a at the corner portion α, and a reinforcing stud 11 fixed onto one side of the stud 2, close to the corner portion α, and the new structural face plate 14 is secured to a plane defined by the corner column 1a, the reinforcing stud 11, and a sill 6. Further a new external wall is arranged over the structural face plates 14 at the four corner portions α and the existing facing members 4 present between the structural face members 14. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

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

  In general, as a structure for adding earthquake resistance to a house built with a frame structure by using a structural face material, there are, for example, Patent Documents 1 and 2.

JP 2000-291130 A JP 2003-247289 A

  However, Patent Documents 1 and 2 are structures in which an existing wall material is removed to add earthquake resistance to an existing wooden house, and then a structural plywood or the like is attached to the wall surface. It was an attached structure. For this reason, in the refurbishment according to Patent Documents 1 and 2, since the interior material or exterior material on the entire existing wall surface is removed, there is a disadvantage that the residence must be temporarily suspended. In addition, the existing inner and outer walls that were removed were all scrap materials, which had the disadvantage of increasing waste.

  In order to solve such disadvantages, the present invention provides a corner column at the corner and a corner of the column between each of the four corners of the existing wooden house constructed by the frame construction method. Square hardware is fixed to the upper and lower ends of each of the reinforcing studs fixed to the corner side, and a new structural face material is fixed to the surface consisting of the corner pillar, the reinforcing stud, the base, and the girders, The present invention provides a wall-repair seismic reinforcement structure comprising a structural face member at four corners and a new outer wall formed on an existing exterior member therebetween.

  According to the seismic retrofit structure of the existing exterior wall according to the present invention, (1) it is possible to easily improve the seismic resistance, heat insulation, airtightness, etc. of the existing wooden house. (2) Since only the corners are reinforced, large-scale dismantling is not required and building waste can be reduced. (3) Since the seismic reinforcement structure can be formed while leaving most of the existing exterior materials, the residence will not be interrupted during the renovation. (4) When peeling off the existing exterior wall, the existing exterior wall does not fall off, leaving the parts fixed to the main pillar and the interposition pillar. (5) The structural face materials are fixed directly to the main column, foundation, reinforcing inter-columns and beams, and square metal objects are arranged at the upper and lower ends of the reinforcing inter-column and upper and lower ends of the main column, so that the seismic strength is surely strengthened. Can do. (6) In order to arrange the bearing wall in the L-shape at the corners such as the projecting corners, which is the most effective arrangement of the bearing walls, a strong and well-balanced earthquake-resistant repair structure is obtained. (7) Since corners are generally free of piping such as air conditioners and bathtubs, exhaust holes of stove, and bay windows, and structural face materials can be stretched over the entire surface, they must be effectively seismically reinforced. Can do. There are features and effects.

  Hereinafter, an earthquake-resistant repair structure for an existing exterior wall according to the present invention will be described in detail with reference to the drawings.

[Example 1]
1 and 2 are cross-sectional views showing an example of the existing exterior wall seismic retrofit structure according to the present invention, as shown in FIGS. 3 (a) and 3 (b), the portion of the corner α of the existing wooden house A. FIG. FIG. That is, the seismic retrofit structure of the existing exterior wall according to the present invention can reinforce the earthquake resistance by forming a new ground at the corners α of the four corners of the existing wooden house A and forming a new outer wall on the entire surface. It is a possible renovation structure. 1 and 2, the existing wooden house A is composed of a main pillar 1 and an intermediary pillar 2, although not shown, a beam, a base, a brace, a girdle, a brace, a heat insulating material (for example, glass wool), etc. The wall 3 has a shaft structure in which an existing exterior material 4 is formed on the exterior side. 1 shows an existing wooden house A having a ventilation structure in which the existing exterior material 4 is fixed through the trunk edge 5, and FIG. 2 shows an existing house in which the existing exterior material 4 is fixed directly on the main pillar 1 and the intermediate pillar 2. A.

  The existing exterior material 4 is made of a dry exterior material (metal siding, ceramic siding, ALC, etc.) or the like, or mortar, and is removed from the corner pillar 1a portion at a certain interval at the corner portion α. More specifically, as shown in FIG. 4, the existing exterior material 4 is removed from the corner pillar 1 a by the width of the structural face material 14 to be described later, for example, 3 or 6 in the corner portion α. In addition, the main pillar 1 or the intermediate pillar 2 located at a position 3 or 6 distances away from the corner pillar 1a is cut and removed except for a portion where the existing exterior material 4 is fixed. FIG. 4 shows a state in which the existing exterior material 4 is peeled off by cutting along the side surface of the stud 2. As a result, the existing exterior material 4 is fixed to the main column 1 and the intermediate column 2 with fixing tools such as screws, nails or metal fittings, but is removed while maintaining this state, so that the fixing strength is lowered. Therefore, it is possible to prevent the existing exterior material 4 from peeling off. Moreover, since the removal range of the existing exterior material 4 is only a certain range from the corner α, the amount of waste can be reduced, and the residence is not interrupted even in the removal process. The effect can be demonstrated.

  Reference numeral 11 denotes a reinforcing spacer, which is made of, for example, a square member of 45 mm × 45 mm, and is fixed to the side surface on the corner portion α side of the spacer 2 with screws 12 or the like as shown in FIGS. 5 (a) and 5 (b). Is. In other words, when removing the existing exterior material 4, the reinforcing intermediary column 11 is removed except for the portion where the existing exterior material is fixed on the intermediary column 2, so that the exposed portion of the intermediate column 2 is reduced and the structural face material 14 is fixed. Although it is difficult to compensate, it becomes a fixed surface by supplementing this, and the thickness of the stud 2 is apparently increased, which is useful for improving the wall magnification when the structural surface material 14 is fixed. is there.

  Reference numeral 13 denotes a square bracket, which is disposed between the reinforcing pillar 11 and the base 6 and the beam 7 and between the main pillar 1 and the base 6 and the beam 7 as shown in FIGS. 5 (a) and 5 (b). In order to enhance the earthquake resistance of the existing wooden house A together with the structural surface material 14 to be described later, the pillar 1 and the intermediary pillar 2 are not detached from the base 6 and the beam 7 at the time of the above.

  14 is a structural surface material, for example, structural plywood, particle board, structural panel (OSB), hard board, hard wood cement board, gypsum board, gypsum lath board, sieving board (sieving insulation board), rasito , MDF, etc. As shown in FIGS. 6A and 6B, the structural face material 14 closes the portion from which the existing exterior material 4 is removed, and becomes a base for generating a new outer wall B. It will strengthen the seismic strength. That is, the structural face material 14 is fixed from the beam 7 to the base 6 and fixed at a pitch W2 by a fixing tool 12 such as a screw so as to be laid on the reinforcing intermediate pillar 11 attached to the corner pillar 1a and the intermediate pillar 2. is there. Thus, by fixing the structural face material 14 to the two sides of the corner portion α of the existing wooden house A, the seismic strength can be effectively enhanced.

  Furthermore, it is preferable that the structural face material 14 is fixed at a distance W1 = 50 mm or more from the lower end portion of the beam 7 and a pitch W2 = 150 mm of the fixture 12. This is in order to more effectively reinforce the earthquake resistance by the structural face material 14.

  The structural plywood as an example of the structural face material 14 is preferably a structural plywood class 1 (specialty / class 1) called a K ply. The dimensions include thicknesses of 7.5 to 30 mm, widths of 910 and 1220 mm, and lengths of 1820, 2430, and 2730 mm. Moreover, the structural plywood second grade (special class 1) of the structural plywood can be used as the structural face material 14, which is used in the same manner as the first grade, but is mainly composed of softwood plywood. . In that case, the dimensions are thickness = 5.5-24 mm, width = 910/1220 mm, etc., length = 1800/1820/2430/2730 mm, etc. In addition, it is good to use "special" for exterior use. Of course, as a countermeasure against sick house syndrome, a low-formaldehyde formaldehyde emission level F ☆☆☆☆ or F ☆☆☆ structural plywood may be used.

  21 is a trunk edge, as shown in FIGS. 7 (a) and 7 (b), which is disposed on the structural face material 14 and the existing exterior material 4, for attaching a new exterior material 22, It is used to eliminate the step between the structural face material 14 and the existing exterior material 4, and further, the new outer wall B is used as a ventilation structure.

  Reference numeral 22 denotes a new exterior material, which is disposed on the trunk edge 21 and covers the wall surface of the existing wooden house A. The material is, for example, a dry exterior material (metal siding, ceramic siding, tile, ALC, etc.) or mortar.

  Here, with regard to the renovation structure of the existing exterior wall according to the present invention, a non-loading type in-plane shear test in accordance with the “Report on Evaluation of Wooden Load-bearing Wall and its Magnification Performance” by the Japan Housing and Wood Technology Center Went. As shown in FIG. 8, 105 mm × 105 mm cedar lumber is used for the main pillar 1 and the base 6, 105 mm wide × 180 mm high pine timber is used for the beam 7, and 36 mm × 45 mm cedar lumber is used for the intermediate pillar 2 at a 455 mm pitch. A 45 mm square cedar lumber was used as the reinforcing stud 11 and fixed to the side face of the stud 2 with φ4.2 and a wood screw of 75 mm in length as a fixing tool 12 using the arranged shaft set of width 1820 mm × height 2730 mm. As the corner metal 13, the Omega Marking Corner 10kN of Tanaka Co., Ltd. was used. As the structural face material 14, a JAS special class 2 structural plywood having a width of 910 mm × a height of 2730 mm and a thickness of 7.5 mm is used, and the fixture 12 for fixing the structural face material 14 is East Japan Power Fastening Co., Ltd. Of CW-35RF, and fixed to the main column 1, the base 6, the beam 7, and the reinforcing column 11 at intervals of W2 = 150 mm. As a result, a performance with a wall magnification of 3.7 was obtained. This performance is added to the wall magnification of the existing wooden house A. However, since the upper limit of the wall magnification is 5.0, this results in a very high wall magnification improvement.

  Here, the construction method of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention is demonstrated. It is assumed that the corner corner α indicated by the diagonal lines of the existing wooden house A as shown in FIGS. 3A and 3B is repaired by using the existing exterior wall seismic repair structure according to the present invention.

  First, the existing exterior material 4 as shown in FIG. 4 (a), and the existing exterior material 4 as shown in FIG. 4 (b) has an approximately 3 scale width (910 mm) from the corner post 1a and the existing exterior material. 4 is cut and removed at a position where the portion where the end of 4 is fixed on the main pillar 1 and the inter-column 2 is left. In the figure, the side surfaces of the spacers 2 are removed. Further, the trunk edge 5 on the intermediate stud 2 is also removed.

  In this way, the remaining existing exterior material 4 on the two surfaces of the corner portion α is not peeled off by removing the fixed portions of the existing exterior material 4 on the main pillar 1 and the inter-column 2. At this time, the state of the main pillar 1, the pillar 2, the base 6, and the beam 7 of the existing wooden house A is confirmed, and if it is corroded, measures such as replacement are taken.

  Next, as shown in FIGS. 5A and 5B, the reinforcing pillar 11 is flush with the exposed side face (corner pillar 1a side) of the stud 2 via a fixing tool 12 such as a screw. And fixed at a pitch W = 450 mm.

  After that, as shown in FIGS. 5A and 5B, the square metal 13 is fixed to the upper and lower ends of the side surfaces of the main pillar 1 and the reinforcing interposing pillar 11 via the fixture 12.

  Next, as shown in FIGS. 6A and 6B, the structural face material 14 is fixed via a fixing tool 12 such as a screw so as to close the portion where the existing exterior material 4 is removed. At this time, a portion that cannot be covered with the structural face material 14 for level adjustment is covered by attaching a plywood 15 having the same thickness as the structural face material 14 to the corner pillar 1a and the base 6 portion. The structural face material 14 is preferably disposed so as to overlap the beam 7 with W1 = 50 mm or more. However, due to the relationship between the eaves 8 and the beams 7, the eaves 8 are obstructive and the structural face material 11 is set to W1 = 50 mm. When it cannot be formed as described above, the eave heaven 8 is removed for construction.

  Thereafter, as shown in FIGS. 7A and 7B, the trunk edge 21 (in this case, the vertical trunk edge) is fixed via the fixture 12. Further, insect nets 23 are formed on the upper and lower ends of the trunk edge 21 as necessary. Finally, as shown in FIG. 1, a new exterior material 22 is applied to a necessary portion of the outer wall to complete the seismic retrofit. Of course, when the new exterior material 22 is vertically stretched, the trunk edge 21 is formed as a horizontal trunk edge. Moreover, as a raw material of the trunk edge 21, it is a square material of 15 mm x 45 mm, 15 mm x 90 mm or more, for example.

[Example 2]
FIGS. 9 and 10 are explanatory views showing Example 2 of the existing exterior wall seismic retrofit structure according to the present invention, and the structure of the new outer wall B is different from Example 1. FIG. That is, the structure in which the existing exterior material 4 at the corner portion α of the existing wooden house A is removed and the reinforcing pillars 11, the corner fittings 13, and the structural face material 14 are arranged by the fixture 12 is the same as that of the first embodiment. .

  Then, a heat insulating material 24 is formed as a new outer wall B to form an external heat insulating structure, a trunk edge 21 is disposed on the heat insulating material 24, and a new exterior material 22 is disposed on the trunk edge 21. . The heat insulating material 24 includes, for example, a foamed plastic heat insulating material, an extruded polystyrene foam heat insulating plate, and a high performance phenol foam heat insulating plate, and is mainly useful for preventing condensation on the structural face material 14. That is, the heat insulating material 24 blocks the heat between the indoor side and the outside of the existing wooden house A, prevents internal condensation from occurring on the structural face material 14, prevents the strength of the structural face material from being lowered, and is seismic resistant. This is to prevent the performance from being lowered.

  When the heat insulating material 24 is used as the new outer wall B and the outer wall insulation is used, glass wool is disposed in the wall space between the main column 1 and the inter-column 2 or, as shown in FIG. A fiber-based heat insulating material 25 such as bare glass wool is packed as a ventilation stopper. This prevents under-floor, in-wall-to-ceiling drafts inside the wall, and is effective in ensuring heat insulation and preventing stagnation of moisture in the seismic retrofit structure of the existing exterior wall according to the present invention, thereby preventing internal condensation. Is to do.

  The existing outer walls of existing houses that are seismically strengthened have holes in the outer wall, such as piping for air conditioners and bathtubs, stove exhausts, etc. However, it is not uncommon for the column to protrude left and right from the columns on either side, or for the column spacing to be 4.5 metric, for the column spacing to be 3 metric and for one side to be a corner. 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 were many cases. In such a case, the present invention in which a bearing surface material such as a structural surface material is formed as it is on the wall surface of the 3 or 6-meter column spacing using the wall surface of the three-sided width of the one-side column and the other-side column. The seismic retrofitting structure of the existing exterior wall is very useful.

It is explanatory drawing which shows a typical example of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows a typical example of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows an example of the house which constructs the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows the construction order of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing of the test body for measuring the performance of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows a typical example of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows a typical example of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention. It is explanatory drawing which shows a typical example of the earthquake-proof repair structure of the existing exterior wall which concerns on this invention.

Explanation of symbols

A Existing wooden house B New outer wall α Corner part 1 Main pillar 1a Corner pillar 2 Inter-column 3 Interior wall 4 Existing exterior material 5 Trunk edge 6 Base 7 Beam 8 Eave top 11 Reinforcement pillar 12 Fixture 13 Corner metal 14 Structural surface material 15 Plywood 21 Trunk edge 22 New exterior material 23 Insect net 24 Thermal insulation 25 Fiber-based thermal insulation

Claims (1)

Between the four corners of each existing wooden house built by the frame construction method, between each specific stud, each of the corner pillars and the reinforcing studs fixed to the corners of the studs Square metal objects are fixed to the upper and lower ends, a new structural face material is fixed to the surface composed of the corner pillar, the reinforcing spacer, the base and the girder, and the structural face material at the corners of the four corners A seismic retrofit structure for existing exterior walls, consisting of new exterior walls formed on existing exterior materials in the meantime.

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