JP5305447B2 - Building outer wall structure and building outer wall construction method - Google Patents

Description

  The present invention relates to a building outer wall structure for constituting an outer wall of a building and a building outer wall construction method.

  2. Description of the Related Art Conventionally, a technique for improving a building's seismic performance and fireproof performance by using an outer wall material of the building is known. In addition, there is a known technique that can improve the seismic performance of existing buildings by introducing a seismic wall structure by refurbishment, and there is a document that discloses this (see Patent Document 1). ).

  In patent document 1, the outer wall material which has seismic performance is arranged in parallel, and a building outer peripheral surface is formed, and the thing of the same thickness shall be used for each outer wall material. In addition, as for the trunk edge material passed between the columns for fixing the outer wall material, the outer wall material in the thickness direction dimension (thickness dimension of the outer edge material) is the same at all locations where the outer wall material is fixed. Is going to be used. In this way, by making the thickness dimension of the waist frame material uniform at all locations where the outer wall material is disposed, the wall surfaces of the adjacent outer wall materials are disposed on substantially the same surface, and a series of outer wall surfaces are configured. It is supposed to be.

JP 2008-231765 A

  Generally, in a building structure of a building, there is a case where a wall strength is slightly insufficient and a standard or a required level in structural calculation cannot be satisfied. In this case, by adding another load-bearing wall to some load-bearing walls, and adding the wall strength of this other load-bearing wall, the overall wall strength is reinforced to try to satisfy the standard. There is a case. In this case, reinforcement may be performed by additionally fixing a face material having a certain thickness or more, such as a structural plywood 9 mm, to the bearing wall part with a nail or the like.

  However, in the case where the bearing wall is used in the technique disclosed in Patent Document 1, if a new face material having a thickness of about 9 mm, such as a structural plywood, is pasted on a part thereof, only that part is present. Between the outer wall material at the location where the new face material is arranged and the outer wall material at the location where this face material is not arranged. The position in the indoor / outdoor direction will be displaced. This is because the thickness dimension of each trunk edge material is uniform, and when another new face material is interposed, the outer wall material is shifted to the outdoor side by the thickness of the new face material. As a result, the exterior is not finished cleanly.

  In addition, if a new face material with a thickness of about 9 mm, such as a structural plywood, is interposed, the total thickness of the wall (the total thickness of the members constituting the wall) becomes thicker around the building opening. In addition, there will be a problem of fitting for fittings such as sashes. For this reason, when providing a new face material, it is necessary to arrange this face material on the entire circumference or the entire surface of the building. In other words, a new face material cannot be arranged only at a specific location in the entire wall surface.

  In addition, as shown in the Ministry of Land, Infrastructure, Transport and Tourism Notification No. 1100, what is recognized as a bearing wall is to use 7.5 mm or more of a face material such as a general plywood, Thinner ones are not recognized as having yield strength, and conventionally, there has been no idea of reinforcing them in combination with other bearing walls.

  In view of the above problems, the present invention proposes a new building outer wall structure and a building outer wall construction method.

  The problem to be solved by the present invention is as described above. Next, means for solving the problem will be described.

That is, as described in claim 1, disposed on the exterior side of the earthquake resistance surface material, a furring strip material secured to the post or the studs, an outer wall member disposed on the exterior side of the torso coaming A second specific part having a first specific part having a trunk edge material arranged on the outdoor side of the pillar or the stud , and an outer wall material arranged on the outdoor side of the trunk edge material, The outer wall structure of the building has a total thickness dimension of the seismic face material and the trunk edge material of the first specific location and a thickness dimension of the trunk margin material of the second specific location set to substantially the same dimension. In at least one of the first specific locations, the outer wall material has a building outer wall structure that penetrates the body edge material and the face material and is fixed to the column from the outside .

Moreover, it is set as the building outer wall structure where the edge part of the horizontal direction of the said outer wall material is fixed with respect to the said pillar in the location of said 1st specific location as described in Claim 2.

Moreover, as described in claim 3, the building outer wall structure according to claim 1 or 2, wherein an interval of the trunk edge material is set within a pitch of 303 mm.

In addition, as described in claim 4 , in the first specific place, a 3 mm-thick earthquake-resistant face material is fixed to the outdoor side of the column or the stud , and a trunk edge material is arranged on the outdoor side of the earthquake-resistant face material. And arranging the outer wall material on the outdoor side of the trunk edge material, and in the second specific location, arranging the outer wall material on the outdoor side of the pillar or the intermediate column , and arranging the outer wall material on the outdoor side of the trunk edge material. A total thickness dimension of the seismic face material and the waist edge material of the first specific location and a thickness dimension of the waist edge material of the second specific location are substantially the same dimension. is set, a building exterior wall construction method, the outer wall material at the location of the first specific position is passed through the furring strip material and the seismic resistance surface material is fixed externally to said post, said first The exterior end of the building is fixed to the pillar at at least one specific location. The method of construction.

  As effects of the present invention, the following effects can be obtained.

  That is, in the first aspect of the invention, the wall strength magnification of the entire building outer wall structure can be improved by the “wall strength magnification” exhibited by the earthquake-resistant face material. “Wall strength magnification” is an index indicating wall strength shown in “Aseismic Diagnosis and Reinforcement Design of Wooden Houses” published by the Japan Building Disaster Prevention Association.

  Moreover, in invention of Claim 2, in the 1st specific location, the wall strength magnification as the whole building outer wall structure can be improved with the "wall strength magnification" which an earthquake-resistant face material exhibits. In addition, the total wall thickness dimension at the first specific location and the second specific location can be made substantially the same, and the wall surface of the adjacent outer wall material can be a series without causing a shift in the indoor / outdoor direction. It becomes possible to constitute the outer wall surface.

  Moreover, in invention of Claim 4, the utilization of the trunk | drum edge material distribute | circulated widely is attained. This is because the thickness of the trunk edge material that is generally widely distributed is an integral multiple of 3 mm such as 15 mm or 18 mm. For example, in the case of Japan Agricultural and Forestry Standard (JAS) structural plywood, the standard size of Article 9 of the structural plywood of Article 9 of Ministry of Agriculture, Forestry and Fisheries Notification No. 233 is 9.0, 12.0, 15.0, 18.0, ... and 3 mm increments. In addition, according to the Ministry of Agriculture, Forestry and Fisheries Notification No. 1598, the standards for the lumber for coniferous ground are: 9.0, 12.0, 15.0, 18.0,.・ It is in 3mm increments. Thus, for example, in the first specific place, the body edge 15 mm is used for the face material such as a 3 mm plywood, and the body edge of the second specific place is used 18 mm. The configuration of the present invention can be easily established with the material.

Further, in the invention described in claim 3 , by narrowing the space between the body edges, the interval between the outer wall materials can be set to 303 mm or less in correspondence with the space between the body edges. As a result, the number of torso edges and the number of outer wall members to be secured increase, and the seismic resistance of the entire wall can be increased.

Moreover, in invention of Claim 4 , it becomes possible to aim at the improvement of seismic performance by addition of an earthquake-resistant face material in a 1st specific location, and can implement | achieve the construction method excellent in workability.

The figure shown about the building which employ | adopts the building outer wall structure which concerns on one Example of this invention. The figure shown about the whole structure of the building outer wall structure which concerns on one Example of this invention. (A) is a horizontal sectional view of the building outer wall structure concerning one example of the present invention. (B) is a figure explaining the detailed structure of the building outer wall structure which concerns on one Example of a present Example. The figure explaining the evaluation method of wall strength magnification. The figure shown about a load-deformation curve.

  FIG. 1 is a diagram showing a building that employs a building outer wall structure 10 according to an embodiment of the present invention. In the example of FIG. 1, a series of exteriors are configured such that windows 2,..., Entrance doors 3 are provided in the opening of the building 1 and other parts are covered with the outer wall materials 20A and 20B. Has been.

  FIG. 2 is a diagram showing the overall configuration of the building outer wall structure 10. In the example of FIG. 2, columns 6 and inter-columns 7, 7 are arranged in the vertical direction between beams 5 </ b> A, 5 </ b> B that are horizontally provided in the vertical direction. In addition, the body edge materials 8 and 8 and the body edge materials 81 and 81 are laid across the columns 6 and the inter-columns 7 and 7.

As shown in FIG. 2, in the building outer wall structure 10, different configurations are used in the first specific portion 30 on the left side in the drawing and the second specific portion 40 on the right side in the drawing.
That is, in the first specific portion 30 on the left side of FIG. 2, the trunk edge members 8 and 8 are used, and the seismic face material 21 is disposed on the indoor side of the trunk margin members 8 and 8. The A moisture-permeable waterproof sheet 9 is disposed on the outdoor side of the earthquake-resistant face material 21. Further, an outer wall member 20A is disposed on the outdoor side of the trunk edge members 8, 8. Thus, the first specific location 30 is characterized in that the earthquake-resistant face material 21 is disposed.
On the other hand, in the second specific portion 40 on the right side of FIG. 2, the waist material 81, 81 is used, and the moisture permeable waterproof sheet 9 is disposed on the indoor side of the waist material 81, 81. Is done. Further, an outer wall member 20B is disposed on the outdoor side of the trunk edge members 81 and 81. Thus, the second specific location 40 is characterized in that the earthquake-resistant face material 21 is not disposed. However, it is also possible to dispose the earthquake-resistant face material 21 on the entire surface or one surface in order to exhibit a very high yield strength.

  As shown on the left side of FIGS. 3 (a) and 3 (b), in the first specific portion 30, the outer wall material 20A, the trunk edge material 8, the moisture-permeable waterproof sheet 9, and the earthquake-resistant surface are sequentially arranged from the outdoor side. A material 21 is disposed. Further, the outer wall member 20 </ b> A is fixed to the column 6 and the trunk edge member 8 by the fixing member 41. Further, the trunk edge member 8 is fixed to the columns 6 and the inter-columns 7 by a fixing member 42. Further, the seismic face member 21 is fixed to the column 6 by the fixing member 43, and is also fixed to the column 6 and the intermediate column 7 by the fixing members 41 and 42. A moisture-permeable waterproof sheet 9 is sandwiched between the earthquake-resistant face material 21 and the trunk edge material 8.

  Further, as shown on the right side of FIGS. 3A and 3B, the outer wall material 20 </ b> B, the trunk edge material 81, and the moisture-permeable waterproof sheet 9 are disposed in order from the outdoor side at the second specific location 40. The Further, the outer wall material 20 </ b> B is fixed to the column 6 by the fixing member 46. Further, the trunk edge member 81 is fixed to the column 6 by the fixing member 47 and is also fixed to the column 6 by the fixing member 46. A moisture-permeable waterproof sheet 9 is sandwiched between the trunk edge member 81 and the column 6. In the present embodiment, the moisture permeable waterproof sheet 9 is stretched so as to cover both the first specific portion 30 and the second specific portion 40.

  As will be understood from the above description, as shown in FIGS. 2 and 3A, the earthquake-resistant face material 21 is disposed at the first specific location 30, and the earthquake-resistant face material is provided at the second specific location 40. 21 is not provided. And in the 1st specific location 30 where the earthquake-resistant face material 21 is arrange | positioned as shown in FIG.3 (b), the thickness dimension W1 of this earthquake-resistant face material 21 and the thickness dimension W2 of the trunk | drum material 8 are shown. The total thickness dimension W3 is configured to be substantially the same as the thickness dimension W4 of the trunk edge material 81 disposed in the second specific portion 40 where the earthquake-resistant face material 21 is not disposed. Here, the “thickness dimension” refers to a dimension in the thickness direction of the outer wall material 20A.

  Thereby, as shown in FIG. 3B, the total wall thickness dimension WA (total thickness dimension) composed of the earthquake-resistant face material 21, the trunk edge material 8, and the outer wall material 20A at the first specific location 30. ) Is configured to be substantially the same as the total wall thickness dimension WB constituted by the trunk edge member 81 and the outer wall member 20B in the second specific portion 40. In addition, about the outer wall material 20A * 20B, the thing of the same thickness dimension shall be utilized.

  As described above, as shown in FIG. 3B, in the configuration using the outer wall materials 20A and 20B having the same thickness dimension, even when the earthquake-resistant face material 21 is disposed at the first specific portion 30. In the adjacent outer wall materials 20A and 20B, the wall surfaces 20a and 20b can be arranged on substantially the same plane. This makes it possible to configure a series of outer wall surfaces without causing a shift in the indoor / outdoor direction between the wall surfaces 20a and 20b of the adjacent outer wall members 20A and 20B.

  In the above configuration, the thickness of the earthquake-resistant face material 21 shown in FIGS. 2 and 3A and 3B is not particularly limited, but for example, 3 mm, 6 mm, 9 mm, 12 mm, 15 mm, 18mm, 21mm and other integer multiples of 3mm (integers greater than or equal to 1) work well in combination with the torso, and thin surfaces such as 3mm and 6mm are actually considered when they fit into the opening. Is preferably used.

  This is because the thickness of the generally-used trunk edge material (the trunk edge material 8 and the trunk edge material 81 in this embodiment) is an integral multiple of 3 mm, such as 15 mm and 18 mm. This is because it is possible to use a widely-used trunk edge material. That is, for example, the first specific portion 30 uses the 15 mm thick trunk edge member 8 and the 3 mm thick earthquake resistant face material 21, while the second specific portion 40 uses the 18 mm thick earthquake resistant face material 21. Thus, the dimensions W3 and W4 shown in FIG. 3B can be set to be substantially the same, and as a result, the total wall thickness dimensions WA and WB of the two specific locations 30 and 40 can be substantially matched. A waistband material having a widely distributed thickness can be used.

  Moreover, although it does not specifically limit about the maximum thickness dimension of the earthquake-resistant face material 21 shown by FIG.2 and FIG.3 (a) (b), the use was not assumed by those skilled in the art conventionally. Even if it is a plywood less than 7.5 mm, it can be confirmed that the wall strength is reinforced, as will be understood from an evaluation test described later.

  Moreover, although it does not specifically limit about the minimum thickness dimension of the earthquake-resistant face material 21 shown by FIG.2 and FIG.3 (a) (b), in order to make it function as a load-bearing wall so that it may mention later, The thickness is preferably 3 mm or more.

  Moreover, about the earthquake-resistant face material 21 shown by FIG.2 and FIG.3 (a) (b), by setting to the dimension of 0.5 mm increment, thickness adjustments, such as a trunk edge, and another face material are used. The total thickness of the wall can be easily adjusted by adding it.

  Moreover, although it does not specifically limit about the vertical width and horizontal width dimension of the earthquake-resistant surface material 21 shown by FIG.2 and FIG.3 (a) (b), For example, the outer wall material arrange | positioned in the outdoor side One having the same dimensions as 20A, one corresponding to the dimension of two outer wall materials 20A arranged in the horizontal direction, and the like are conceivable.

  Moreover, about the composition of the earthquake-resistant face material 21 shown by FIG.2 and FIG.3 (a) (b), although it does not specifically limit, It is normal plywood, MDF, etc., such as a lauan normal plywood, 3 mm Those having a product standard of a certain thickness are preferred, and those having a product standard of 910 mm or more in width × length are desirable. Further, in terms of performance, when using the outer peripheral portion, it is necessary to consider water resistance. Therefore, it is considered preferable to use a specification such as adhesion type 1 for ordinary plywood. As will be described in detail later, the “wall strength magnification” exhibited by the earthquake-resistant face material 21 can improve the wall strength magnification of the entire building outer wall structure.

  2 and 3 (a) and (b) are usually made of softwood lumber, but in order to improve the wall strength magnification, structural plywood, LVL, and assembly A material having high bending rigidity such as a material is preferable, and it is possible to use metal instead of wood depending on circumstances. In general, the intervals between the trunk edges are arranged to be 500 mm pitch or less. However, it is preferable to set the interval within 303 mm pitch in order to improve the wall strength magnification.

  The composition of the outer wall materials 20A and 20B shown in FIGS. 2 and 3 (a) and 3 (b) is a face material such as ceramic siding, ceramic siding, metal siding, etc., and ensures a certain degree of bending rigidity. Examples of the face material that can be used include water resistance. The ceramic siding used in the experiments to be described later is 900 N or more with a bending fracture load according to JIS A5422, but the one having the same or better performance is preferable.

As described above, in the embodiment shown in FIGS. 2 and 3A and 3B,
An earthquake-resistant face material 21 disposed on the outdoor side of the pillar material (column 6, inter-column 7);
A trunk material (trunk material 8) disposed on the outdoor side of the earthquake-resistant face material 21;
20 A of outer wall materials arrange | positioned on the outdoor side of the said trunk | drum material (torso-rim material 8),
The building has an outer wall structure.

  According to this structure, it is possible to improve the wall strength magnification of the entire building outer wall structure by the “wall strength magnification” exhibited by the earthquake-resistant face material 21.

Similarly, as a construction method,
The earthquake-resistant face material 21 is arranged on the outdoor side of the pillar material (pillar 6, inter-column 7),
Arranging a trunk edge material (trunk edge material 8) on the outdoor side of the earthquake-resistant face material 21,
This is a building outer wall construction method having a step of arranging an outer wall material 20A on the outdoor side of the trunk edge material (trunk edge material 8).

In the embodiment shown in FIGS. 2 and 3A and 3B,
An earthquake-resistant face material 21 disposed on the outdoor side of the pillar material (column 6, inter-column 7);
A trunk material (trunk material 8) disposed on the outdoor side of the earthquake-resistant face material 21;
20 A of outer wall materials arrange | positioned on the outdoor side of the said trunk | drum material (torso-rim material 8),
A first specific location 30 having
A trunk edge material (trunk edge material 81) disposed on the outdoor side of the pillar material (column 6, inter-column 7);
An outer wall material 20B arranged on the outdoor side of the trunk edge material (trunk edge material 81);
A second specific location 40 having
A building outer wall structure having
The total thickness dimension W3 of the earthquake-resistant face material 21 and the waist edge material (the waist edge material 8) of the first specific portion 30;
The thickness dimension W4 of the waist edge material (body edge material 81) of the second specific portion 40 is:
It is a building outer wall structure set to substantially the same dimensions.

  According to this structure, in the first specific location 30, it is possible to improve the wall strength magnification of the entire building outer wall structure by the “wall strength magnification” exhibited by the earthquake-resistant face material 21. The total wall thickness dimensions WA and WB in the first specific location 30 and the second specific location 40 can be made substantially the same, and the wall surfaces 20a and 20b of the adjacent outer wall materials 20A and 20B A series of outer wall surfaces can be formed without causing a shift.

Similarly, as a construction method,
In the first specific part 30,
The earthquake-resistant face material 21 is arranged on the outdoor side of the pillar material (pillar 6, inter-column 7),
Arranging a trunk edge material (trunk edge material 8) on the outdoor side of the earthquake-resistant face material 21,
Arranging the outer wall material 20A on the outdoor side of the trunk edge material (trunk edge material 8);
In the second specific part 40,
Place the waistline material (trunk edge material 81) on the outdoor side of the pillar material (column 6, intermediary column 7),
Arranging the outer wall material 20B on the outdoor side of the trunk edge material (trunk edge material 81);
Have
The total thickness dimension W3 of the earthquake-resistant face material 21 and the waist edge material (the waist edge material 8) of the first specific portion 30;
The thickness dimension W4 of the waist edge material (body edge material 81) of the second specific portion 40 is:
The building outer wall construction method is set to approximately the same dimensions.

  2 and 3 (a) and 3 (b), when the building is shaken due to an earthquake or the like, there is a concern that the earthquake-resistant face material 21 may get out of the plane. When the surface material 21 is about to be out of the plane, this curb can be suppressed by the body edge material (body edge material 8) and the outer wall material 20A. As will be described later in the evaluation, since the bulge of the earthquake-resistant face material 21 is suppressed by the trunk edge, the deformation of the earthquake-resistant face material 21 is suppressed, and the wall of the earthquake-resistant face material 21 is suppressed. A contribution to the improvement of strength magnification can be expected.

<Examples and comparative examples>
Next, the effect of the configuration of the present invention will be described using an example to which the configuration of the present invention is applied and a comparative example. The main conditions are as follows.

(1) Specifications Tests were performed on the specifications of the examples and comparative examples. The main specifications are described below. FIG. 4 shows an outline of the specification.
-Upper beam 205A: Cross section 105mm x 180mm, length 2730mm tree species Yonematsu (common specification)
-Lower beam 205B: cross section 105mm x 105mm, length 2730mm too tree species (common specification)
・ Space between upper beam and lower beam: 2594mm (common specification)
・ Column 206A: cross section 105mm x 105mm, length 2594mm too tree species (common specification)
・ Spring 207: Cross section 27mm x 105mm, length 2594mm too tree species (common specification)
-455mm spacing between pillars and studs (common specification)
・ Body edge material 8: 15mm x 50mm softwood structure plywood (common specification)
・ Body edge spacing: 303mm pitch (common specification)
・ Fastening of body edge material: CN65 nail: 303 mm body edge pitch ・ Siding 200: Ceramic industry siding thickness 18 mm × width 455 mm × length 2730 mm (JISA5422 product)
・ Siding clamp screw: Stainless steel screw: φ5.0mm with truss head L = 50mm
-Seismic face material 210: Lauan ordinary plywood 3mm x width 910mm x length 1820mm JAS Adhesive Class 1 material surface quality 1 etc.-Fixing ordinary plywood: N50 nails, plywood horizontal against columns, between pillars only in the vertical direction 150mm pitch

Table 1 shows the specifications of the examples and comparative examples.
FIG. 5 shows an outline of the example and the comparative example 2. In addition, the comparative example 1 becomes a structure which excluded the earthquake-resistant face material 210 in the Example.

“Vertical tension” in “How to tension” in Table 1 means that the longitudinal direction of the siding is arranged in the vertical direction. Further, “4” in “number of sheets” means that four outer wall members are arranged in parallel in the horizontal direction.
In addition, in the “how to tension”, “horizontal tension” means that the longitudinal direction of the earthquake-resistant face material is arranged in the horizontal direction. Further, “3” in “number of sheets” means that three outer wall members are arranged in parallel in the vertical direction.

Moreover, in Table 1, an Example is an example (seismic face material 21 + 15mm trunk edge material + siding) supposing the specific location 30 in FIG.
The comparative example 1 is the structure which excluded the earthquake-resistant face material with respect to the Example.
The comparative example 2 is a configuration in which only the earthquake-resistant face material is disposed, and the body edge material is not provided.

(2) Test conditions The evaluation test was conducted in accordance with the test method described in the “Testing and Evaluation Work Method for Wooden Bearing Wall and Its Magnification” issued by the Building Materials Testing Center.

(3) Test results Table 2 shows the test results. FIG. 5 shows a load-deformation curve (vertical axis: load (unit KN), horizontal axis: deformation (unit rad. (Radian) × 10 ⁻³ )).
Here, the reference value is the sum of the numerical values in Comparative Example 1 and Comparative Example 2.

(4) Evaluation Evaluation was performed by obtaining “wall strength magnification”.
The “wall strength magnification” is also the four strengths (yield strength Py, ultimate strength Pu, maximum strength Pmax, etc.) used in the wall magnification evaluation described in the “Wooden bearing wall and test method for evaluating the magnification”. It was obtained by using the ultimate yield strength Pu among the yield strength at the time of specific deformation. Specifically, 0.2 × (2 μ−1) ^1/2 × Pu was calculated using Pu obtained in the experiment, and a value obtained by dividing this by the width of the test specimen was defined as “wall strength magnification”. . Here, “μ” represents a plasticity ratio and is a value obtained from the relationship between the shear deformation angle and the load in the above experiment.

As can be seen from the comparison between the examples in Table 2 and Comparative Example 1, a high wall strength magnification could be obtained by the presence of the earthquake-resistant face material.
Further, as can be seen from Comparative Example 2, it was confirmed that a high wall strength magnification was obtained only with the earthquake-resistant face material.

  Moreover, as can be seen from the comparison between the example and the reference value, the wall strength magnification of the example is the wall strength magnification when the siding (Comparative Example 1) and the earthquake-resistant face material (Comparative Example 2) are individually provided. It was confirmed that a higher value was exhibited. This is because according to the configuration of the example, the out-of-plane bulge of the earthquake-resistant face material is suppressed by the trunk edge and siding, so that the deformation of the earthquake-resistant face material is suppressed. It is thought that it contributes greatly in order to raise the wall strength magnification as a whole.

  As described above, according to the embodiment having the configuration of the present invention, a sufficient wall strength magnification can be obtained. The configuration using the concept of this embodiment (configuration of the specific location 30 in FIG. 2) can be installed only at a specific location within the entire wall surface of the building, and has a wide degree of freedom in seismic design. Can be obtained.

  INDUSTRIAL APPLICATION This invention can be utilized about the technique which comprises a load-bearing wall using outer wall materials, such as ceramic siding, ceramic siding, and metal siding.

DESCRIPTION OF SYMBOLS 1 Building 6 Pillar 7 Spacer 8 Body edge material 9 Moisture permeable waterproof sheet 10 Building outer wall structure 20A Outer wall material 20B Outer wall material 21 Earthquake resistant face material 30 Specific location 40 Both specific locations 81 Body rim material 91 Moisture permeable waterproof sheet

Claims (4)

A seismic resistant 3 mm-thick face material fixed to the outside of the column or inter-column ,
Is disposed in the outdoor side of the earthquake resistance surface material, a furring strip material secured to said post or said studs,
An outer wall material arranged on the outdoor side of the waistband,
A first specific location having
A torso material disposed on the outdoor side of the pillar or the stud ; and
An outer wall material arranged on the outdoor side of the waistband,
A second specific location having
A building outer wall structure having
The total thickness dimension of the seismic face material and the waist material of the first specific location,
The thickness dimension of the trunk material of the second specific location is:
Set to approximately the same dimensions,
In at least one of the first specific locations, the outer wall material penetrates the body edge material and the face material and is fixed to the column from the outside . In the location of the first specific location, the lateral end of the outer wall material is fixed to the column.
The building outer wall structure according to claim 1, wherein: The interval between the waist edges was within a pitch of 303 mm.
The building outer wall structure according to claim 1 or 2, characterized by the above. In the first specific part,
Fix an earthquake-resistant face material with a thickness of 3 mm on the outside of the column or inter-column ,
Arranging the waist material on the outdoor side of the earthquake-resistant face material,
Disposing an outer wall material on the outdoor side of the waistband material;
In the second specific location,
Place the rim material on the outdoor side of the column or stud ,
Disposing an outer wall material on the outdoor side of the waistband material;
Have
The total thickness dimension of the seismic face material and the waist material of the first specific location,
The thickness dimension of the trunk material of the second specific location is:
It is a building outer wall construction method set to substantially the same dimensions,
In the location of the first specific location, the outer wall material penetrates the trunk edge material and the earthquake-resistant face material, and is fixed to the column from the outside,
In at least one of the first specific locations, the lateral end of the outer wall material is fixed to the column.
Building outer wall construction method.

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