JP6915606B2 - Wall structures, reinforcement methods for existing wall structures, and buildings - Google Patents

Wall structures, reinforcement methods for existing wall structures, and buildings Download PDF

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JP6915606B2
JP6915606B2 JP2018232097A JP2018232097A JP6915606B2 JP 6915606 B2 JP6915606 B2 JP 6915606B2 JP 2018232097 A JP2018232097 A JP 2018232097A JP 2018232097 A JP2018232097 A JP 2018232097A JP 6915606 B2 JP6915606 B2 JP 6915606B2
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晋吾 前田
晋吾 前田
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JFE Steel Corp
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本発明は、折板板金材からなる壁材を有する壁構造、既存壁構造の補強方法、および前記壁構造を有する建築物に関する。 The present invention relates to a wall structure having a wall material made of folded sheet metal, a method for reinforcing an existing wall structure, and a building having the wall structure.

製鉄所等の工場で生産設備を格納する建屋等の建築物は、鉄骨造とされることが多く、主として建築物外周部の柱と梁により建築物全体を支える構造となっている。このような建築物の外壁等の壁構造は、柱または間柱に胴縁材を取り付け、さらにこの胴縁材に薄鋼板等の折板板金材からなる壁材を留め付けることで構成されている。 Buildings such as buildings that store production equipment in factories such as steel mills are often made of steel, and the structure is such that the entire building is supported mainly by columns and beams on the outer periphery of the building. A wall structure such as an outer wall of such a building is configured by attaching a furring strip to a pillar or a stud, and further fastening a wall material made of a folded sheet metal such as a thin steel plate to the furring strip. ..

壁材として角波や丸波等の形状に折り曲げられた薄鋼板が用いられる鋼板製外壁の標準構法では、壁材には0.4〜0.8mm程度の厚さの薄鋼板が用いられ、下地となる胴縁材には原則として厚さ2.3mmまたは3.2mmのリップ溝形鋼または角形鋼管が用いられる。そして、壁材は、端部同士を重ね合わせた状態で、所定間隔でドリルねじ等を用いて胴縁材に留め付けられる(例えば、非特許文献1参照)。 In the standard construction method for steel plate outer walls, which uses thin steel plates bent into shapes such as square waves and round waves as wall materials, thin steel plates with a thickness of about 0.4 to 0.8 mm are used for the wall materials. As a general rule, a lip channel steel or a square steel pipe having a thickness of 2.3 mm or 3.2 mm is used as the base material for the furring strip. Then, the wall material is fastened to the furring strip material with a drill screw or the like at predetermined intervals in a state where the ends are overlapped with each other (see, for example, Non-Patent Document 1).

従来は、建築物の構造設計上は、これら胴縁材や壁材等から構成される壁構造を、地震力等に抵抗する耐震要素として扱わないことが一般的である。よって、折板板金材からなる壁材を有する壁構造を有する建築物の構造設計や耐震補強等においては、耐震要素としては軸ブレースや鋼板耐震壁を設ける必要がある。 Conventionally, in the structural design of a building, it is common that the wall structure composed of these furring strips and wall materials is not treated as a seismic element that resists seismic force and the like. Therefore, in structural design and seismic retrofitting of buildings having a wall structure having a wall material made of folded sheet metal, it is necessary to provide shaft braces and steel plate seismic walls as seismic elements.

一方、薄板軽量形鋼造建築物の一形態として、木造枠組壁構法のように、軽量形鋼で構成された枠組材の両面または片面に平板板金材や折板板金材などからなる構造用面材をドリルねじ等により取り付けて構成されるパネルを、耐震要素とする構法もある(例えば、非特許文献2参照)。 On the other hand, as a form of a thin sheet lightweight shaped steel building, a structural surface made of a flat sheet metal material or a folded sheet metal material on both sides or one side of a frame material made of lightweight shaped steel, as in the wooden frame wall construction method. There is also a construction method in which a panel constructed by attaching a material with a drill screw or the like is used as a seismic element (see, for example, Non-Patent Document 2).

鋼板製外壁構法標準委員会編集、「鋼板製外壁構法標準 SSW2011」、社団法人日本金属屋根協会・社団法人日本鋼構造協会、2011年12月、p.25、40〜43Edited by the Steel Plate Exterior Wall Construction Standards Committee, "Steel Steel Exterior Wall Construction Standard SSW2011", Japan Metal Roofing Association / Japanese Society of Steel Construction, December 2011, p. 25, 40-43 社団法人日本鉄鋼連盟 薄板軽量形鋼造建築物設計の手引き編集委員会編「薄板軽量形鋼造建築物設計の手引き」、技報堂出版、2002年6月、p.16〜18Japan Iron and Steel Federation, Thin Plate Lightweight Shaped Steel Building Design Guide, edited by Editorial Committee, "Guideline for Thin Plate Lightweight Shaped Steel Building Design," Gihodo Publishing Co., Ltd., June 2002, p. 16-18

非特許文献1のような胴縁材や壁材等から構成される壁構造を、地震力等に抵抗する耐震要素として扱うことができれば、建築物の構造設計や耐震診断・補強等において、構造部材として活用できる。しかし、このような壁構造は、そのままでは十分な耐力を発揮できないことが知られている。 If a wall structure composed of furring strips, wall materials, etc. as in Non-Patent Document 1 can be treated as a seismic element that resists seismic forces, etc., it will be used in structural design, seismic diagnosis, reinforcement, etc. of buildings. Can be used as a member. However, it is known that such a wall structure cannot exhibit sufficient proof stress as it is.

また、非特許文献2のように、枠組材に平板板金材や折板板金材などからなる構造用面材をねじ等により取り付けて構成されるパネルを、非特許文献1のような壁構造を有する既存建築物の壁部分に取り付けて、既存建築物を補強しようとすると、既存建築物の壁構造はパネルからなる壁構造と大きく異なるため、既存建築物の壁に枠組材を追加したり、構造用面材となる平板板金材や折板板金材などを交換したりする必要が生じ、多大な労力を要する。 Further, as in Non-Patent Document 2, a panel formed by attaching a structural surface material made of a flat plate sheet metal material, a folded sheet metal material, or the like to a frame material with screws or the like is provided with a wall structure as in Non-Patent Document 1. If you try to reinforce the existing building by attaching it to the wall part of the existing building you have, the wall structure of the existing building is very different from the wall structure consisting of panels, so you can add a frame material to the wall of the existing building or It is necessary to replace the flat sheet metal material and the folded sheet metal material which are the structural surface materials, which requires a great deal of labor.

上記課題を解決すべく、本発明は、簡易な構成で十分な耐力を発揮できる、折板板金材からなる壁材を有する壁構造、既存壁構造の補強方法、および建築物を提供することを目的とする。 In order to solve the above problems, the present invention provides a wall structure having a wall material made of folded sheet metal, a method for reinforcing an existing wall structure, and a building, which can exhibit sufficient yield strength with a simple structure. The purpose.

発明者らは、非特許文献1のような胴縁材や壁材等から構成される壁構造について数値解析や加力実験を行い、このような壁構造が十分な耐力を発揮できない原因は、壁構造が地震力等の外力を受けたときに、胴縁材が柱または間柱に取り付けられる両端部で局所的に大きな変形が発生してしまい、折板板金材からなる壁材や胴縁材の他の部分が有する耐力が十分に発揮されないためであることを見出した。そこで、胴縁材の局所的な変形を抑制すれば、折板板金材からなる壁材を有する壁構造全体の耐力を向上させることが可能であることに想到した。 The inventors conducted numerical analysis and force experiment on a wall structure composed of furring strips, wall materials, etc. as in Non-Patent Document 1, and the reason why such a wall structure cannot exhibit sufficient proof stress is When the wall structure receives an external force such as seismic force, large deformation occurs locally at both ends where the furring strip is attached to the column or stud, and the wall or furring strip made of folded sheet metal is used. It was found that this is because the proof stress of other parts is not fully exhibited. Therefore, it was conceived that it is possible to improve the yield strength of the entire wall structure having the wall material made of folded sheet metal by suppressing the local deformation of the furring strip.

この知見に基づき、上記課題を解決するため、本発明は以下の特徴を有する。 Based on this finding, the present invention has the following features in order to solve the above problems.

[1] 建築物の柱または間柱に取り付けられた、開断面鋼材からなる胴縁材と、前記胴縁材に取り付けられた、折板板金材からなる壁材と、前記胴縁材の前記柱または間柱への取付部に隣接する補強部位に取り付けられ、該補強部位を補強する補強部材とを有することを特徴とする壁構造。 [1] A furring strip made of open-section steel attached to a pillar or stud of a building, a wall material made of folded sheet metal attached to the furring strip, and the pillar of the furring strip. Alternatively, a wall structure characterized by having a reinforcing member attached to a reinforcing portion adjacent to the attachment portion to the stud and reinforcing the reinforcing portion.

[2] 前記補強部材は、前記壁材をなす折板板金材の山と前記胴縁材との間にクリアランスが形成される部位に取り付けられることを特徴とする[1]に記載の壁構造。 [2] The wall structure according to [1], wherein the reinforcing member is attached to a portion where a clearance is formed between a pile of folded sheet metal materials forming the wall material and the furring strip material. ..

[3] 前記補強部位ごとに、前記補強部材が複数取り付けられていることを特徴とする[1]または[2]に記載の壁構造。 [3] The wall structure according to [1] or [2], wherein a plurality of the reinforcing members are attached to each of the reinforcing portions.

[4] 前記補強部材は、前記補強部位において前記胴縁材の開口部側の面を覆う第一補強部材を含むことを特徴とする[1]〜[3]のいずれかに記載の壁構造。 [4] The wall structure according to any one of [1] to [3], wherein the reinforcing member includes a first reinforcing member that covers a surface of the furring strip on the opening side at the reinforcing portion. ..

[5] 前記補強部材は、前記補強部位において前記胴縁材の開口部側以外の面を覆う第二補強部材を含むことを特徴とする[1]〜[4]のいずれかに記載の壁構造。 [5] The wall according to any one of [1] to [4], wherein the reinforcing member includes a second reinforcing member that covers a surface other than the opening side of the furring strip at the reinforcing portion. Construction.

[6] 前記胴縁材は、溝形鋼からなることを特徴とする[1]〜[5]のいずれかに記載の壁構造。 [6] The wall structure according to any one of [1] to [5], wherein the furring strip is made of channel steel.

[7] 建築物の柱または間柱に取り付けられた、開断面鋼材からなる胴縁材と、前記胴縁材に取り付けられた、折板板金材からなる壁材とを有する既存壁構造の補強方法であって、前記胴縁材の前記柱または間柱への取付部に隣接する補強部位を補強するように、該補強部位に補強部材を取り付けることを特徴とする既存壁構造の補強方法。 [7] A method for reinforcing an existing wall structure having a furring strip made of an open-section steel material attached to a pillar or a stud of a building and a wall material made of a folded sheet metal material attached to the furring strip. A method for reinforcing an existing wall structure, which comprises attaching a reinforcing member to the reinforcing portion so as to reinforce the reinforcing portion adjacent to the attachment portion of the furring strip to the column or stud.

[8] 前記壁材をなす折板板金材の山と前記胴縁材との間にクリアランスが形成される部位に、前記補強部材を取り付けることを特徴とする[8]に記載の既存壁構造の補強方法。 [8] The existing wall structure according to [8], wherein the reinforcing member is attached to a portion where a clearance is formed between a pile of folded sheet metal materials forming the wall material and the furring strip material. Reinforcement method.

[9] 前記補強部位ごとに、前記補強部材を複数取り付けることを特徴とする[7]または[8]に記載の既存壁構造の補強方法。 [9] The method for reinforcing an existing wall structure according to [7] or [8], wherein a plurality of the reinforcing members are attached to each of the reinforcing portions.

[10] 前記補強部材は、前記補強部位において前記胴縁材の開口部側の面を覆う第一補強部材を含むことを特徴とする[7]〜[9]のいずれかに記載の既存壁構造の補強方法。 [10] The existing wall according to any one of [7] to [9], wherein the reinforcing member includes a first reinforcing member that covers a surface of the furring strip on the opening side at the reinforcing portion. How to reinforce the structure.

[11] 前記補強部材は、前記補強部位において前記胴縁材の開口部側以外の面を覆う第二補強部材を含むことを特徴とする[7]〜[10]のいずれかに記載の既存壁構造の補強方法。 [11] The existing reinforcing member according to any one of [7] to [10], wherein the reinforcing member includes a second reinforcing member that covers a surface other than the opening side of the furring strip at the reinforcing portion. How to reinforce the wall structure.

[12] 前記胴縁材は、溝形鋼からなることを特徴とする[7]〜[11]のいずれかに記載の既存壁構造の補強方法。 [12] The method for reinforcing an existing wall structure according to any one of [7] to [11], wherein the furring strip is made of channel steel.

[13] [1]〜[6]のいずれかに記載の壁構造を有することを特徴とする建築物。 [13] A building having the wall structure according to any one of [1] to [6].

本発明の壁構造、既存壁構造の補強方法、および建築物によれば、折板板金材からなる壁材を有する壁構造において、胴縁材が柱または間柱に取り付けられる両端部で、この胴縁材の断面が局所的に大きく変形することが抑制され、簡易な構成で十分な耐力を発揮させることができる。 According to the wall structure of the present invention, the method of reinforcing the existing wall structure, and the building, in a wall structure having a wall material made of folded sheet metal, the furring strip is attached to a column or a stud at both ends. It is possible to prevent the cross section of the stud from being significantly deformed locally, and to exert sufficient proof stress with a simple configuration.

この壁構造を、建築物の構造設計や既存建築物の耐震診断・補強において、構造部材として活用することで、簡易な構成で経済的に建築物全体の耐力を確保・向上することができる。 By utilizing this wall structure as a structural member in the structural design of a building and the seismic diagnosis / reinforcement of an existing building, it is possible to economically secure and improve the yield strength of the entire building with a simple configuration.

本発明の壁構造、既存壁構造の補強方法、および建築物を示す平面図である。It is a top view which shows the wall structure of this invention, the method of reinforcing an existing wall structure, and a building. 本発明の壁構造、既存壁構造の補強方法、および建築物を示す立面図である。It is an elevation view which shows the wall structure of this invention, the reinforcement method of the existing wall structure, and a building. 図1におけるA−A断面を示す断面図である。It is sectional drawing which shows the AA cross section in FIG. 図1におけるB−B断面を示す断面図である。It is sectional drawing which shows the BB cross section in FIG.

以下、図面を参照して、本発明の壁構造、既存壁構造の補強方法、および建築物の実施の形態について説明する。 Hereinafter, the wall structure of the present invention, the method of reinforcing the existing wall structure, and the embodiment of the building will be described with reference to the drawings.

まず、本実施の形態の壁構造1を、図1〜図4を参照して説明する。壁構造1は、建築物の柱または間柱2の間に架設され、両端部が上記柱または間柱2に取り付けられた胴縁材11と、胴縁材11に取り付けられた壁材12と、胴縁材11の上記両端部、すなわち、柱または間柱2への取付部に隣接する部位である補強部位を補強する補強部材13を有している。 First, the wall structure 1 of the present embodiment will be described with reference to FIGS. 1 to 4. The wall structure 1 is erected between columns or studs 2 of a building, and has a furring strip 11 attached to the pillars or studs 2 at both ends, a wall member 12 attached to the furring strip 11, and a trunk. It has a reinforcing member 13 that reinforces both ends of the edge member 11, that is, a reinforcing portion that is a portion adjacent to a column or a portion attached to a stud 2.

胴縁材11は開断面を有するリップ溝形鋼からなり、両リップ間の開口部を上側に向けるようにしてアングルピース14およびボルト・ナット14Sを介して柱または間柱2に取り付けられている。壁材12は角波の折板板金材からなり、ドリルねじ15で胴縁材11に取り付けられている。 The furring strip 11 is made of lip channel steel having an open cross section and is attached to a column or stud 2 via an angle piece 14 and a bolt nut 14S so that the opening between the lips faces upward. The wall material 12 is made of a square wave folded sheet metal material, and is attached to the furring strip 11 with a drill screw 15.

図1および図2に示すように、胴縁材11の各補強部位には、補強部材13が二つ取り付けられている。各補強部材13は、胴縁材11の開口部側の下面を覆う板状の第一補強部材13Lと、胴縁材11の上面および側面を覆う略断面コ字状の第二補強部材13Uとから構成されている。 As shown in FIGS. 1 and 2, two reinforcing members 13 are attached to each reinforcing portion of the furring strip 11. Each reinforcing member 13 includes a plate-shaped first reinforcing member 13L that covers the lower surface of the furring strip 11 on the opening side, and a second reinforcing member 13U having a substantially U-shaped cross section that covers the upper surface and the side surface of the furring strip 11. It is composed of.

上記補強部位の範囲であるが、胴縁材11の柱または間柱への取付部の外縁(本実施の形態では、アングルピース14の左右両端)から、胴縁材11の長さ方向に沿って、例えば300mmまでの範囲を、補強部材13で補強する。 Although it is the range of the above-mentioned reinforcing portion, it is from the outer edge of the attachment portion of the furring strip 11 to the pillar or the stud (in the present embodiment, the left and right ends of the angle piece 14) along the length direction of the furring strip 11. For example, the range up to 300 mm is reinforced with the reinforcing member 13.

補強部材13は、胴縁材11の上記補強部位の外周を取り囲むようにして、胴縁材11に取り付けられることで、上記補強部位を補強する。図1に示すように、補強部材13は、壁材12をなす折板板金材の山12aと胴縁材11との間にクリアランスが形成される部位に収まるように取り付けられている。 The reinforcing member 13 reinforces the reinforcing portion by being attached to the furring strip 11 so as to surround the outer periphery of the reinforcing portion of the furring strip 11. As shown in FIG. 1, the reinforcing member 13 is attached so as to fit in a portion where a clearance is formed between the mountain 12a of the folded sheet metal material forming the wall material 12 and the furring strip 11.

第一補強部材13Lは、上記補強部位において胴縁材11をなすリップ溝形鋼の両リップ間に掛け渡されるようにして、胴縁材11の開口部側の下面を覆うように、ドリルねじ13Sで胴縁材11に取り付けられている。 The first reinforcing member 13L is a drill screw so as to be hung between both lips of the lip channel steel forming the furring strip 11 at the reinforcing portion and to cover the lower surface of the furring strip 11 on the opening side. It is attached to the furring strip 11 with 13S.

第二補強部材13Uは、厚さ4.5mmの平板三枚を片面隅肉溶接で接合して製作され、胴縁材11にできるだけ密着できるような寸法を有している。この第二補強部材13Uは、胴縁材11の開口部側以外の面である上面および側面にはめ込まれ、このはめ込み力により胴縁材11に固定されている。この第二補強部材13Uは、必要に応じて、さらにドリルねじや接着剤などを用いて胴縁材11に固定されていても良い。 The second reinforcing member 13U is manufactured by joining three flat plates having a thickness of 4.5 mm by single-sided fillet welding, and has dimensions so as to be as close as possible to the furring strip 11. The second reinforcing member 13U is fitted into the upper surface and the side surface, which are surfaces other than the opening side of the furring strip 11, and is fixed to the furring strip 11 by this fitting force. The second reinforcing member 13U may be further fixed to the furring strip 11 by using a drill screw, an adhesive, or the like, if necessary.

次に、本実施の形態の既存壁構造の補強方法を、同じ図1〜図4を参照して説明する。この既存壁構造の補強方法が適用される既存壁構造は、建築物の柱または間柱2に取り付けられた胴縁材11と、胴縁材11に取り付けられた壁材12を有している。そして、この既存壁構造に対して、胴縁材11の端部の、柱または間柱2への取付部に隣接する補強部位を補強するように、この補強部位に補強部材13を後から取り付けるものである。 Next, the method of reinforcing the existing wall structure of the present embodiment will be described with reference to FIGS. 1 to 4. The existing wall structure to which the reinforcing method of the existing wall structure is applied has a furring strip 11 attached to a pillar or a stud 2 of a building, and a wall member 12 attached to the furring strip 11. Then, the reinforcing member 13 is attached to the existing wall structure later so as to reinforce the reinforcing portion adjacent to the attachment portion to the column or the stud 2 at the end portion of the furring strip 11. Is.

胴縁材11、壁材12、および補強部材13の詳細な構成は、上述した壁構造1におけるものと同様である。 The detailed configuration of the furring strip 11, the wall material 12, and the reinforcing member 13 is the same as that in the wall structure 1 described above.

また、本実施の形態の建築物は、上記壁構造1を有することによって構成されるものである。 Further, the building of the present embodiment is configured by having the wall structure 1.

本実施の形態の壁構造、既存壁構造の補強方法、および建築物によれば、折板板金材からなる壁材12を有する壁構造1において、胴縁材11の端部の、柱または間柱2への取付部に隣接する補強部位を、簡易な構成の補強部材13で拘束して補強できる。特に、第二補強部材13Uは、胴縁材11の上面および側面にはめ込むだけで、胴縁材11に固定でき、簡易な構成となっている。 According to the wall structure of the present embodiment, the method of reinforcing the existing wall structure, and the building, in the wall structure 1 having the wall material 12 made of folded sheet metal, a pillar or a stud at the end of the furring strip 11. The reinforcing portion adjacent to the attachment portion to 2 can be restrained and reinforced by the reinforcing member 13 having a simple structure. In particular, the second reinforcing member 13U can be fixed to the furring strip 11 simply by fitting it into the upper surface and the side surface of the furring strip 11, and has a simple structure.

胴縁材11の開口部側の下面を覆うように取り付けられた第一補強部材13Lにより、壁構造1が地震力等の外力を受けたときに、胴縁材11の上記補強部位で、この胴縁材11の断面が閉じる方向に局所的に大きく変形することが抑制される。 When the wall structure 1 receives an external force such as a seismic force by the first reinforcing member 13L attached so as to cover the lower surface of the furring strip 11 on the opening side, the reinforcing portion of the furring strip 11 is used. It is suppressed that the cross section of the furring strip 11 is locally significantly deformed in the closing direction.

また、胴縁材11の開口部側以外の面である上面および側面にはめ込まれた第二補強部材13Uにより、壁構造1が地震力等の外力を受けたときに、胴縁材11の上記補強部位で、この胴縁材11の断面が開く方向に局所的に大きく変形することが抑制される。 Further, when the wall structure 1 receives an external force such as a seismic force by the second reinforcing member 13U fitted to the upper surface and the side surface which are surfaces other than the opening side of the furring strip 11, the furring strip 11 is described above. At the reinforcing portion, it is suppressed that the cross section of the furring strip 11 is locally significantly deformed in the opening direction.

このように、第一補強部材13Lおよび第二補強部材13Uからなる補強部材13により、壁構造1が地震力等の外力を受けたときに、胴縁材11の上記補強部位における局所的変形が抑制され、壁構造1を構成する壁材12や胴縁材11の他の部分が有する耐力を十分に発揮させることができる。 As described above, when the wall structure 1 receives an external force such as a seismic force due to the reinforcing member 13 composed of the first reinforcing member 13L and the second reinforcing member 13U, the furring strip 11 is locally deformed at the reinforcing portion. It is suppressed, and the proof stress of the wall material 12 and other parts of the furring strip 11 constituting the wall structure 1 can be sufficiently exhibited.

さらに、胴縁材11の各補強部位には、補強部材13が複数(本実施の形態では二つ)取り付けられているので、上記各効果がさらに高められる。 Further, since a plurality of reinforcing members 13 (two in the present embodiment) are attached to each reinforcing portion of the furring strip 11, each of the above effects is further enhanced.

この壁構造1を、建築物の構造設計や既存建築物の耐震診断・補強において、構造部材として活用することで、簡易な構成で経済的に建築物全体の耐力を確保・向上することができる。 By utilizing this wall structure 1 as a structural member in the structural design of a building and the seismic diagnosis / reinforcement of an existing building, it is possible to economically secure and improve the yield strength of the entire building with a simple configuration. ..

1 壁構造
2 柱または間柱
11 胴縁材
12 壁材
12a 壁材(をなす折板板金材)の山
13 補強部材
13U 第二補強部材
13L 第一補強部材
1 Wall structure 2 Pillars or studs 11 Furnace material 12 Wall material 12a Mountain of wall material (folded sheet metal) 13 Reinforcing member 13U Second reinforcing member 13L First reinforcing member

Claims (13)

建築物の柱または間柱に取り付けられた、開断面鋼材からなる胴縁材と、
前記胴縁材に取り付けられた、折板板金材からなる壁材と、
前記胴縁材の前記柱または間柱への取付部に隣接する補強部位に取り付けられ、該補強部位を補強する補強部材と
を有することを特徴とする壁構造。
Furnace lumber made of open-section steel attached to building columns or studs,
A wall material made of folded sheet metal and attached to the furring strip,
A wall structure characterized by having a reinforcing member attached to a reinforcing portion adjacent to an attachment portion of the furring strip to the pillar or a stud and reinforcing the reinforcing portion.
前記補強部材は、前記壁材をなす折板板金材の山と前記胴縁材との間にクリアランスが形成される部位に取り付けられること
を特徴とする請求項1に記載の壁構造。
The wall structure according to claim 1, wherein the reinforcing member is attached to a portion where a clearance is formed between a pile of folded sheet metal materials forming the wall material and the furring strip material.
前記補強部位ごとに、前記補強部材が複数取り付けられていること
を特徴とする請求項1または2に記載の壁構造。
The wall structure according to claim 1 or 2, wherein a plurality of the reinforcing members are attached to each reinforcing portion.
前記補強部材は、前記補強部位において前記胴縁材の開口部側の面を覆う第一補強部材を含むこと
を特徴とする請求項1〜3のいずれかに記載の壁構造。
The wall structure according to any one of claims 1 to 3, wherein the reinforcing member includes a first reinforcing member that covers a surface of the furring strip on the opening side at the reinforcing portion.
前記補強部材は、前記補強部位において前記胴縁材の開口部側以外の面を覆う第二補強部材を含むこと
を特徴とする請求項1〜4のいずれかに記載の壁構造。
The wall structure according to any one of claims 1 to 4, wherein the reinforcing member includes a second reinforcing member that covers a surface of the furring strip other than the opening side at the reinforcing portion.
前記胴縁材は、溝形鋼からなること
を特徴とする請求項1〜5のいずれかに記載の壁構造。
The wall structure according to any one of claims 1 to 5, wherein the furring strip is made of channel steel.
建築物の柱または間柱に取り付けられた、開断面鋼材からなる胴縁材と、
前記胴縁材に取り付けられた、折板板金材からなる壁材と
を有する既存壁構造の補強方法であって、
前記胴縁材の前記柱または間柱への取付部に隣接する補強部位を補強するように、該補強部位に補強部材を取り付けること
を特徴とする既存壁構造の補強方法。
Furnace lumber made of open-section steel attached to building columns or studs,
A method for reinforcing an existing wall structure having a wall material made of a folded sheet metal material attached to the furring strip material.
A method for reinforcing an existing wall structure, which comprises attaching a reinforcing member to the reinforcing portion so as to reinforce the reinforcing portion adjacent to the attachment portion of the furring strip to the column or stud.
前記壁材をなす折板板金材の山と前記胴縁材との間にクリアランスが形成される部位に、前記補強部材を取り付けること
を特徴とする請求項7に記載の既存壁構造の補強方法。
The method for reinforcing an existing wall structure according to claim 7, wherein the reinforcing member is attached to a portion where a clearance is formed between a pile of folded sheet metal materials forming the wall material and the furring strip material. ..
前記補強部位ごとに、前記補強部材を複数取り付けること
を特徴とする請求項7または8に記載の既存壁構造の補強方法。
The method for reinforcing an existing wall structure according to claim 7 or 8, wherein a plurality of the reinforcing members are attached to each reinforcing portion.
前記補強部材は、前記補強部位において前記胴縁材の開口部側の面を覆う第一補強部材を含むこと
を特徴とする請求項7〜9のいずれかに記載の既存壁構造の補強方法。
The method for reinforcing an existing wall structure according to any one of claims 7 to 9, wherein the reinforcing member includes a first reinforcing member that covers a surface of the furring strip on the opening side at the reinforcing portion.
前記補強部材は、前記補強部位において前記胴縁材の開口部側以外の面を覆う第二補強部材を含むこと
を特徴とする請求項7〜10のいずれかに記載の既存壁構造の補強方法。
The method for reinforcing an existing wall structure according to any one of claims 7 to 10, wherein the reinforcing member includes a second reinforcing member that covers a surface other than the opening side of the furring strip at the reinforcing portion. ..
前記胴縁材は、溝形鋼からなること
を特徴とする請求項7〜11のいずれかに記載の既存壁構造の補強方法。
The method for reinforcing an existing wall structure according to any one of claims 7 to 11, wherein the furring strip is made of channel steel.
請求項1〜6のいずれかに記載の壁構造を有することを特徴とする建築物。 A building having the wall structure according to any one of claims 1 to 6.
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