Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6914057B2 - Wall opening reinforcement structure and opening reinforcement method - Google Patents
[go: Go Back, main page]

JP6914057B2 - Wall opening reinforcement structure and opening reinforcement method - Google Patents

Wall opening reinforcement structure and opening reinforcement method Download PDF

Info

Publication number
JP6914057B2
JP6914057B2 JP2017039040A JP2017039040A JP6914057B2 JP 6914057 B2 JP6914057 B2 JP 6914057B2 JP 2017039040 A JP2017039040 A JP 2017039040A JP 2017039040 A JP2017039040 A JP 2017039040A JP 6914057 B2 JP6914057 B2 JP 6914057B2
Authority
JP
Japan
Prior art keywords
wall
opening
wall material
cross member
reinforcing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2017039040A
Other languages
Japanese (ja)
Other versions
JP2018145617A (en
Inventor
前田 信之
信之 前田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Corp
Original Assignee
Shimizu Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shimizu Corp filed Critical Shimizu Corp
Priority to JP2017039040A priority Critical patent/JP6914057B2/en
Publication of JP2018145617A publication Critical patent/JP2018145617A/en
Application granted granted Critical
Publication of JP6914057B2 publication Critical patent/JP6914057B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

本発明は、例えば建物内部などの既存壁に開口を設置する場合に好適な壁の開口補強構造および開口補強方法に関するものである。 The present invention relates to a wall opening reinforcement structure and an opening reinforcement method suitable for installing an opening in an existing wall such as the inside of a building.

従来、工場等の建物内部でレイアウト変更をする場合に、既存の乾式壁材に対して窓や出入口などの開口を設ける必要が生じることがある。通常、このような開口の周囲には枠組み鉄骨などの補強材を設け、開口を補強している(例えば、特許文献1を参照)。開口の周囲に枠組み鉄骨などの補強材を設けるためには、壁材を一旦取り外して、開口の周囲に補強材を設ける補強工事を行い、その後、開口の周囲に壁材を設置することになる。 Conventionally, when changing the layout inside a building such as a factory, it may be necessary to provide openings such as windows and doorways in the existing drywall material. Usually, a reinforcing material such as a frame steel frame is provided around such an opening to reinforce the opening (see, for example, Patent Document 1). In order to provide a reinforcing material such as a frame steel frame around the opening, the wall material is temporarily removed, reinforcement work is performed to provide a reinforcing material around the opening, and then the wall material is installed around the opening. ..

しかし、このような工事は、階高の大きな工場等の建物ではかなり難度の高い工事となり、その工事期間については建物内部の使用に制限が生じるおそれがある。特に、建物が工場の場合には稼働率に影響を与えるおそれがある。 However, such construction is quite difficult in a building such as a factory with a large floor height, and there is a risk that the use inside the building will be restricted during the construction period. In particular, if the building is a factory, it may affect the operating rate.

特開2005−207114号公報Japanese Unexamined Patent Publication No. 2005-207114

このため、壁材を取り外すことなく、壁材に開口および補強材を設けることのできる技術が求められていた。 Therefore, there has been a demand for a technique capable of providing an opening and a reinforcing material in the wall material without removing the wall material.

本発明は、上記に鑑みてなされたものであって、壁材を取り外さずに開口を設けることのできる壁の開口補強構造および開口補強方法を提供することを目的とする。 The present invention has been made in view of the above, and an object of the present invention is to provide a wall opening reinforcing structure and an opening reinforcing method capable of providing an opening without removing the wall material.

上記した課題を解決し、目的を達成するために、本発明に係る壁の開口補強構造は、壁に設けられた開口と、この開口を補強するために設けられた補強材とを備える壁の開口補強構造であって、補強材は、開口の上縁および下縁において壁の表裏両面でそれぞれ横方向に延設された横材と、壁の表裏両面における開口の上縁の横材どうし、開口の下縁の横材どうしをそれぞれ壁を挟んで連結する連結材とからなることを特徴とする。 In order to solve the above-mentioned problems and achieve the object, the wall opening reinforcing structure according to the present invention is a wall provided with an opening provided in the wall and a reinforcing material provided to reinforce the opening. In the opening reinforcement structure, the reinforcing materials are the horizontal members extending laterally on both the front and back sides of the wall at the upper and lower edges of the opening, and the horizontal members of the upper edge of the opening on both the front and back edges of the wall. It is characterized in that it is composed of a connecting material that connects the cross members of the lower edge of the opening with a wall in between.

また、本発明に係る他の壁の開口補強構造は、上述した発明において、横材は鋼材からなり、連結材はこの鋼材に設けた挿通孔と壁を貫通する貫通孔とに挿通固定されるボルトと、このボルトに締結されるナットとからなることを特徴とする。 Further, in the other wall opening reinforcement structure according to the present invention, in the above-described invention, the cross member is made of a steel material, and the connecting material is inserted and fixed in the insertion hole provided in the steel material and the through hole penetrating the wall. It is characterized by consisting of a bolt and a nut fastened to the bolt.

また、本発明に係る壁の開口補強方法は、壁に設けられる開口を補強する壁の開口補強方法であって、開口の上縁および下縁となる位置において壁の表裏両面でそれぞれ横方向に横材を延設するステップと、壁の表裏両面における開口の上縁となる位置の横材どうし、開口の下縁となる位置の横材どうしをそれぞれ壁を挟んで連結材で連結するステップと、壁に開口を設けるステップとを備えることを特徴とする。 Further, the wall opening reinforcement method according to the present invention is a wall opening reinforcement method for reinforcing the opening provided in the wall, in the lateral direction on both the front and back surfaces of the wall at the positions of the upper edge and the lower edge of the opening. A step of extending the cross members and a step of connecting the cross members at the upper edge of the opening on both the front and back sides of the wall and the cross members at the lower edge of the opening with connecting members across the wall. It is characterized by including a step for providing an opening in the wall.

また、本発明に係る他の壁の開口補強方法は、上述した発明において、横材は鋼材からなり、連結材はこの鋼材に設けた挿通孔と壁を貫通する貫通孔とに挿通固定されるボルトと、このボルトに締結されるナットとからなることを特徴とする。 Further, in the other wall opening reinforcement method according to the present invention, in the above-described invention, the cross member is made of a steel material, and the connecting material is inserted and fixed in the insertion hole provided in the steel material and the through hole penetrating the wall. It is characterized by consisting of a bolt and a nut fastened to the bolt.

本発明に係る壁の開口補強構造によれば、壁に設けられた開口と、この開口を補強するために設けられた補強材とを備える壁の開口補強構造であって、補強材は、開口の上縁および下縁において壁の表裏両面でそれぞれ横方向に延設された横材と、壁の表裏両面における開口の上縁の横材どうし、開口の下縁の横材どうしをそれぞれ壁を挟んで連結する連結材とからなるので、壁を構成している壁材を取り外さずに、壁材に対して開口および補強材を設けることができるという効果を奏する。 According to the wall opening reinforcement structure according to the present invention, the wall opening reinforcement structure includes an opening provided in the wall and a reinforcing material provided to reinforce the opening, and the reinforcing material is an opening. On the upper and lower edges, the horizontal members extending laterally on both the front and back sides of the wall, the horizontal members on the upper edge of the opening on both the front and back sides of the wall, and the horizontal members on the lower edge of the opening are connected to each other. Since it is composed of a connecting material that is sandwiched and connected, it has the effect that an opening and a reinforcing material can be provided in the wall material without removing the wall material that constitutes the wall.

また、本発明に係る他の壁の開口補強構造によれば、横材は鋼材からなり、連結材はこの鋼材に設けた挿通孔と壁を貫通する貫通孔とに挿通固定されるボルトと、このボルトに締結されるナットとからなるので、簡単かつ低コストで施工することができるという効果を奏する。 Further, according to another wall opening reinforcement structure according to the present invention, the cross member is made of a steel material, and the connecting material is a bolt inserted and fixed in an insertion hole provided in the steel material and a through hole penetrating the wall. Since it is composed of a nut to be fastened to this bolt, it has the effect of being easy and low-cost to install.

また、本発明に係る壁の開口補強方法によれば、壁に設けられる開口を補強する壁の開口補強方法であって、開口の上縁および下縁となる位置において壁の表裏両面でそれぞれ横方向に横材を延設するステップと、壁の表裏両面における開口の上縁となる位置の横材どうし、開口の下縁となる位置の横材どうしをそれぞれ壁を挟んで連結材で連結するステップと、壁に開口を設けるステップとを備えるので、壁を構成している壁材を取り外さずに、壁材に対して開口および補強材を設けることができるという効果を奏する。 Further, according to the wall opening reinforcement method according to the present invention, it is a wall opening reinforcement method for reinforcing the opening provided in the wall, and is lateral to both the front and back sides of the wall at positions at the upper and lower edges of the opening. The step of extending the cross members in the direction, the cross members at the upper edge of the opening on both the front and back sides of the wall, and the cross members at the lower edge of the opening are connected by connecting members with the wall in between. Since the step and the step of providing an opening in the wall are provided, it is possible to provide an opening and a reinforcing material in the wall material without removing the wall material constituting the wall.

また、本発明に係る他の壁の開口補強方法によれば、横材は鋼材からなり、連結材はこの鋼材に設けた挿通孔と壁を貫通する貫通孔とに挿通固定されるボルトと、このボルトに締結されるナットとからなるので、簡単かつ低コストで施工することができるという効果を奏する。 Further, according to another wall opening reinforcement method according to the present invention, the cross member is made of a steel material, and the connecting material is a bolt inserted and fixed in an insertion hole provided in the steel material and a through hole penetrating the wall. Since it is composed of a nut to be fastened to this bolt, it has the effect of being easy and low-cost to install.

図1は、本発明に係る壁の開口補強構造および開口補強方法の実施の形態を示す正面図であり、(1)は常時の場合、(2)は地震時の場合である。FIG. 1 is a front view showing an embodiment of a wall opening reinforcement structure and an opening reinforcement method according to the present invention, in which (1) is a normal case and (2) is an earthquake. 図2は、図1(1)のA−A線に沿った断面図である。FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1 (1). 図3は、図1(1)のB−B線に沿った断面図である。FIG. 3 is a cross-sectional view taken along the line BB of FIG. 1 (1).

以下に、本発明に係る壁の開口補強構造および開口補強方法の実施の形態を図面に基づいて詳細に説明する。なお、この実施の形態によりこの発明が限定されるものではない。 Hereinafter, embodiments of the wall opening reinforcing structure and the opening reinforcing method according to the present invention will be described in detail with reference to the drawings. The present invention is not limited to this embodiment.

(壁の開口補強構造)
まず、本発明に係る壁の開口補強構造の実施の形態について説明する。
(Wall opening reinforcement structure)
First, an embodiment of the wall opening reinforcement structure according to the present invention will be described.

図1(1)に示すように、本発明に係る壁の開口補強構造10は、既設の壁12に新設する窓などの開口14と、この開口14を補強するための補強材16とを備える。 As shown in FIG. 1 (1), the wall opening reinforcing structure 10 according to the present invention includes an opening 14 such as a window newly installed in the existing wall 12 and a reinforcing material 16 for reinforcing the opening 14. ..

壁12は、工場などの建物内部に既存する仕切り壁であり、上下に長い長四角板状の壁材18を左右方向に複数枚連設して構成されている。ここで、本発明の壁12は建物内部の既存の仕切り壁に限定するものではなく、新設の仕切り壁であってもよいし、風圧を受けない場所に設けられる既存あるいは新築の外壁であってもよい。また、壁材18としては、押し出し成形セメント板(ECP)、軽量気泡コンクリート板(ALC)、穴あきPC板(例えばスパンクリート(登録商標))など)の壁材を想定している。また、この壁材1枚あたりの寸法としては、例えば高さ4600mm、横幅600mm、厚さ60mm程度を想定している。 The wall 12 is a partition wall existing inside a building such as a factory, and is configured by connecting a plurality of vertically long square plate-shaped wall materials 18 in the left-right direction. Here, the wall 12 of the present invention is not limited to the existing partition wall inside the building, but may be a new partition wall, or an existing or newly built outer wall provided in a place not subject to wind pressure. May be good. Further, as the wall material 18, it is assumed that the wall material is an extruded cement board (ECP), a lightweight cellular concrete board (ALC), a perforated PC board (for example, Spancrete (registered trademark)), or the like). The dimensions of each wall material are assumed to be, for example, a height of 4600 mm, a width of 600 mm, and a thickness of about 60 mm.

開口14は、横に並んだ3枚の壁材18A、18B、18Cのうち中央に位置する壁材18Bの上下方向やや上方の部位に設けられる矩形状のものである。開口14の横幅は中央の壁材18Bの幅と同じである。この開口14は、壁材18に補強材16を設置した後で設けてもよいし、補強材16を設置する前に設けてもよい。 The opening 14 is a rectangular shape provided at a portion slightly above the wall material 18B located at the center of the three side-by-side wall materials 18A, 18B, and 18C. The width of the opening 14 is the same as the width of the central wall material 18B. The opening 14 may be provided after the reinforcing material 16 is installed on the wall material 18, or may be provided before the reinforcing material 16 is installed.

補強材16は、断面L字形状のL形鋼からなる横材20(鋼材)と、ボルト22(連結材)とにより構成される。
図2は図1(1)のA−A断面図、図3はB−B断面図である。これらの図に示すように、横材20は、開口14の上縁のやや上方と下縁のやや下方において、横に並んだ3枚の壁材18A、18B、18Cを跨ぐ態様で、それぞれ横方向に延設される。この横材20は、壁材18の表面24と裏面26にそれぞれ設けられる。横材20の2つのフランジのうち一方は壁材18の表面24および裏面26に当接するように配置され、他方は開口14に近い側において壁材18から外方向に突き出るように配置される。
The reinforcing material 16 is composed of a cross member 20 (steel material) made of L-shaped steel having an L-shaped cross section and a bolt 22 (connecting material).
FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1 (1), and FIG. 3 is a cross-sectional view taken along the line BB. As shown in these figures, the cross member 20 laterally straddles three side-by-side wall members 18A, 18B, and 18C slightly above the upper edge and slightly below the lower edge of the opening 14. It is extended in the direction. The cross member 20 is provided on the front surface 24 and the back surface 26 of the wall material 18, respectively. One of the two flanges of the cross member 20 is arranged so as to abut the front surface 24 and the back surface 26 of the wall material 18, and the other is arranged so as to protrude outward from the wall material 18 on the side close to the opening 14.

図1(1)および図2に示すように、ボルト22は、開口14の上縁の横材20どうし、開口14の下縁の横材20どうしをそれぞれ壁材18を挟んで連結している。より具体的には、横材20の左右端部は、中央の壁材18Bの左右の壁材18A、18Cの左右縁近くにそれぞれ位置している。ボルト22は、左右の壁材18A、18Cの各左右方向略中央であって横材20に対応する位置に設けられる。 As shown in FIGS. 1 (1) and 2, the bolts 22 connect the cross members 20 at the upper edge of the opening 14 and the cross members 20 at the lower edge of the opening 14 with the wall material 18 interposed therebetween. .. More specifically, the left and right ends of the cross member 20 are located near the left and right edges of the left and right wall materials 18A and 18C of the central wall material 18B, respectively. The bolt 22 is provided at a position corresponding to the cross member 20 at substantially the center of each of the left and right wall members 18A and 18C in the left-right direction.

一方、図2に示すように、壁材18A、18Cには、それぞれ表裏方向に貫通する貫通孔28が設けられている。他方、横材20には、この貫通孔28に対応する位置に挿通孔30が設けられている。横材20に設ける挿通孔30は、水平方向に必要な動きができるような形状としている。貫通孔28、挿通孔30はボルト22の径よりも若干大径のルーズ孔である。ボルト22はこれら貫通孔28と挿通孔30とに通され、ボルト22の両端部に螺合したナット32により左右の壁材18A、18Cに締結固定される。つまり横材20は左右のボルト22を介して左右の壁材18A、18Cに固定される。なお、ナット32と横材20の間にはスプリングワッシャー34が介装される。また、横材20の一方のフランジは、プレート36を挟んで壁材18A、18Cの表面24、裏面26に設置される。 On the other hand, as shown in FIG. 2, the wall materials 18A and 18C are provided with through holes 28 penetrating in the front and back directions, respectively. On the other hand, the cross member 20 is provided with an insertion hole 30 at a position corresponding to the through hole 28. The insertion hole 30 provided in the cross member 20 is shaped so as to allow the necessary movement in the horizontal direction. The through hole 28 and the insertion hole 30 are loose holes having a diameter slightly larger than the diameter of the bolt 22. The bolt 22 is passed through the through hole 28 and the insertion hole 30, and is fastened and fixed to the left and right wall materials 18A and 18C by nuts 32 screwed at both ends of the bolt 22. That is, the cross member 20 is fixed to the left and right wall members 18A and 18C via the left and right bolts 22. A spring washer 34 is interposed between the nut 32 and the cross member 20. Further, one flange of the cross member 20 is installed on the front surface 24 and the back surface 26 of the wall materials 18A and 18C with the plate 36 interposed therebetween.

図3に示すように、開口14の上縁および下縁において、壁材18Bに固定されたZ金物38にて横材20を挟むことで、横材20に挟まれる壁材18A、18B、18Cは、常に一体となって挙動する。より具体的には、このZ金物38は、壁材18Bの表面との間に隙間40を形成して、開口14に近づく向きに突出する係合片42を有している。この隙間40には、横材20のフランジが挿入配置される。Z金物38の基部44にはボルト取付穴46が穿設されている。Z金物38は、ボルト取付穴46に挿通したボルト48が、壁材18Bの内部の中空部50に配置したプレートナット52に螺合することで壁材18Bに固定される。このZ金物38は、例えば中央の壁材18Bの幅方向に間隔をあけて2つ取り付けられる。 As shown in FIG. 3, at the upper and lower edges of the opening 14, the cross members 20 are sandwiched between the Z hardware 38 fixed to the wall members 18B, so that the wall members 18A, 18B, 18C are sandwiched between the cross members 20. Always behave as one. More specifically, the Z hardware 38 has an engaging piece 42 that forms a gap 40 with the surface of the wall material 18B and projects in a direction approaching the opening 14. The flange of the cross member 20 is inserted and arranged in the gap 40. A bolt mounting hole 46 is bored in the base 44 of the Z hardware 38. The Z hardware 38 is fixed to the wall material 18B by screwing the bolt 48 inserted into the bolt mounting hole 46 into the plate nut 52 arranged in the hollow portion 50 inside the wall material 18B. Two Z hardware 38s are attached, for example, at intervals in the width direction of the central wall material 18B.

本実施の形態では、このような構成を採用することにより、壁12を構成している壁材18を取り外さずに、壁材18に対して開口14および補強材16を設けることができる。また、このような構成は、火気を使用せずに簡単かつ低コストで施工することができる。さらに、本発明は従来のように壁材の取り外しや枠組み鉄骨工事を要しないので、大幅な工期短縮を図ることが可能となるとともに、従来よりも作業安全性を高めることができる。また、従来のように既存の壁材の取替や枠組み鉄骨を要しないので、資材を節約することができる。 In the present embodiment, by adopting such a configuration, the opening 14 and the reinforcing member 16 can be provided in the wall material 18 without removing the wall material 18 constituting the wall 12. In addition, such a configuration can be easily and inexpensively constructed without using fire. Further, since the present invention does not require removal of the wall material or construction of the frame steel frame as in the prior art, it is possible to significantly shorten the construction period and improve work safety as compared with the conventional invention. In addition, since it is not necessary to replace the existing wall material or the frame steel frame as in the conventional case, the material can be saved.

ここで、上記の構成の地震時の壁12の挙動について補足説明する。
地震発生時に地震力が壁12に作用すると、図1(2)に示すように壁材18はロッキング変形する。開口14がある壁材18Bの地震力は、隣り合う壁材18A、18Cによって負担される。このとき、図1(1)のP部分が回転中心になり、中央の壁材18Bの上部は若干上方に上がる。また、このロッキングにより左右のボルト22間の距離は変わるが、左右のボルト22の高さは変形前と同じ高さを維持する。つまり、ボルト22を壁材18の左右方向略中央に配置することで、2本のボルト22の高さ位置は同じに保たれる。したがって、本実施の形態によれば、地震時に壁材18がロッキング変形する動きを妨げない。
Here, the behavior of the wall 12 at the time of an earthquake having the above configuration will be supplementarily described.
When an earthquake force acts on the wall 12 when an earthquake occurs, the wall material 18 is rocked and deformed as shown in FIG. 1 (2). The seismic force of the wall material 18B having the opening 14 is borne by the adjacent wall materials 18A and 18C. At this time, the P portion of FIG. 1 (1) becomes the center of rotation, and the upper portion of the central wall material 18B rises slightly upward. Further, although the distance between the left and right bolts 22 changes due to this locking, the heights of the left and right bolts 22 are maintained at the same height as before the deformation. That is, by arranging the bolts 22 substantially in the center in the left-right direction of the wall material 18, the height positions of the two bolts 22 are kept the same. Therefore, according to the present embodiment, the wall material 18 does not interfere with the rocking deformation movement during an earthquake.

なお、上記の実施の形態においては、補強材16の横材20がL形鋼で構成される場合を例にとり説明したが、本発明はこれに限るものではない。例えばL形鋼の代わりに他の種類の形鋼などを用いて横材20を構成してもよく、このようにしても上記構成と同様の作用効果を奏することができる。 In the above embodiment, the case where the cross member 20 of the reinforcing member 16 is made of L-shaped steel has been described as an example, but the present invention is not limited to this. For example, the cross member 20 may be constructed by using another type of shaped steel or the like instead of the L-shaped steel, and even in this case, the same action and effect as the above-mentioned structure can be obtained.

また、横材20の左右両側をボルト22で壁材18に固定する場合を例にとり説明したが、本発明はこれに限るものではなく、これに加えて、またはこれに代えて、これ以外の場所に配置したボルトで横材20を壁材18に固定してもよい。このようにしても上記構成と同様の作用効果を奏することができる。また、Z金物38を壁材18Bの幅方向両側に設ける場合を例にとり説明したが、本発明はこれに限るものではなく、これに加えて、またはこれに代えて、これ以外の場所にZ金物38を配置してもよい。このようにしても上記構成と同様の作用効果を奏することができる。また、開口14の幅は壁材1枚の幅に限るものではなく、壁材数枚にわたる幅の場合でも同様の作用効果を奏することができる。 Further, the case where the left and right sides of the cross member 20 are fixed to the wall material 18 with bolts 22 has been described as an example, but the present invention is not limited to this, and in addition to or instead of this, other than this. The cross member 20 may be fixed to the wall material 18 with a bolt arranged at a place. Even in this way, the same effect as the above configuration can be obtained. Further, the case where the Z hardware 38 is provided on both sides of the wall material 18B in the width direction has been described as an example, but the present invention is not limited to this, and in addition to or instead of this, Z is provided in a place other than this. Hardware 38 may be arranged. Even in this way, the same effect as the above configuration can be obtained. Further, the width of the opening 14 is not limited to the width of one wall material, and the same effect can be obtained even when the width extends over several wall materials.

(壁の開口補強方法)
次に、本発明に係る壁の開口補強方法の実施の形態について説明する。
(Wall opening reinforcement method)
Next, an embodiment of the wall opening reinforcement method according to the present invention will be described.

本発明に係る壁の開口補強方法は、図1(1)に示すような既設の壁12に新設される開口14を補強する方法であって、開口14の上縁および下縁となる位置において壁12の表裏両面でそれぞれ横方向に横材20を延設するステップと、開口14の上縁となる位置の横材20どうし、開口14の下縁となる位置の横材20どうしをそれぞれ壁12を挟んでボルト22で連結するステップと、壁12に開口14を設けるステップとを備える。 The method for reinforcing the opening of the wall according to the present invention is a method for reinforcing the opening 14 newly installed in the existing wall 12 as shown in FIG. 1 (1), and at the positions of the upper edge and the lower edge of the opening 14. The steps of extending the cross members 20 in the lateral direction on both the front and back sides of the wall 12, the cross members 20 at the upper edge of the opening 14, and the cross members 20 at the lower edge of the opening 14 are walled, respectively. A step of connecting the wall 12 with a bolt 22 and a step of providing an opening 14 in the wall 12 are provided.

ここで、壁12(壁材18)、開口14、横材20、ボルト22(補強材16)は、本発明に係る壁の開口補強構造10の各構成要素に対応するものである。 Here, the wall 12 (wall material 18), the opening 14, the cross member 20, and the bolt 22 (reinforcing material 16) correspond to each component of the wall opening reinforcing structure 10 according to the present invention.

上述したように、開口14は、壁材18に横材20、ボルト22(補強材16)を設置した後で設けてもよいし、補強材16を設置する前に設けてもよい。 As described above, the opening 14 may be provided after the cross member 20 and the bolt 22 (reinforcing material 16) are installed on the wall material 18, or may be provided before the reinforcing material 16 is installed.

本実施の形態によれば、壁12を構成している壁材18を取り外さずに、壁材18に対して開口14および補強材16を設けることができ、上記の壁の開口補強構造10と同様の作用効果を奏することができる。 According to the present embodiment, the opening 14 and the reinforcing material 16 can be provided in the wall material 18 without removing the wall material 18 constituting the wall 12, and the same as the wall opening reinforcing structure 10 described above. Similar effects can be achieved.

以上説明したように、本発明に係る壁の開口補強構造によれば、壁に設けられた開口と、この開口を補強するために設けられた補強材とを備える壁の開口補強構造であって、補強材は、開口の上縁および下縁において壁の表裏両面でそれぞれ横方向に延設された横材と、壁の表裏両面における開口の上縁の横材どうし、開口の下縁の横材どうしをそれぞれ壁を挟んで連結する連結材とからなるので、壁を構成している壁材を取り外さずに、壁材に対して開口および補強材を設けることができる。 As described above, according to the wall opening reinforcement structure according to the present invention, it is a wall opening reinforcement structure including an opening provided in the wall and a reinforcing material provided to reinforce the opening. Reinforcing materials are the horizontal members extending laterally on both the front and back sides of the wall at the upper and lower edges of the opening, the horizontal members at the upper edge of the opening on both the front and back edges of the wall, and the side of the lower edge of the opening. Since each of the materials is a connecting material that connects the materials with the wall in between, an opening and a reinforcing material can be provided in the wall material without removing the wall material constituting the wall.

また、本発明に係る他の壁の開口補強構造によれば、横材は鋼材からなり、連結材はこの鋼材に設けた挿通孔と壁を貫通する貫通孔とに挿通固定されるボルトと、このボルトに締結されるナットとからなるので、簡単かつ低コストで施工することができる。 Further, according to another wall opening reinforcement structure according to the present invention, the cross member is made of a steel material, and the connecting material is a bolt inserted and fixed in an insertion hole provided in the steel material and a through hole penetrating the wall. Since it consists of a nut to be fastened to this bolt, it can be installed easily and at low cost.

また、本発明に係る壁の開口補強方法によれば、壁に設けられる開口を補強する壁の開口補強方法であって、開口の上縁および下縁となる位置において壁の表裏両面でそれぞれ横方向に横材を延設するステップと、壁の表裏両面における開口の上縁となる位置の横材どうし、開口の下縁となる位置の横材どうしをそれぞれ壁を挟んで連結材で連結するステップと、壁に開口を設けるステップとを備えるので、壁を構成している壁材を取り外さずに、壁材に対して開口および補強材を設けることができる。 Further, according to the wall opening reinforcement method according to the present invention, it is a wall opening reinforcement method for reinforcing the opening provided in the wall, and is lateral to both the front and back sides of the wall at positions at the upper and lower edges of the opening. The step of extending the cross members in the direction, the cross members at the upper edge of the opening on both the front and back sides of the wall, and the cross members at the lower edge of the opening are connected by connecting members with the wall in between. Since the step and the step of providing an opening in the wall are provided, the opening and the reinforcing material can be provided in the wall material without removing the wall material constituting the wall.

また、本発明に係る他の壁の開口補強方法によれば、横材は鋼材からなり、連結材はこの鋼材に設けた挿通孔と壁を貫通する貫通孔とに挿通固定されるボルトと、このボルトに締結されるナットとからなるので、簡単かつ低コストで施工することができる。 Further, according to another wall opening reinforcement method according to the present invention, the cross member is made of a steel material, and the connecting material is a bolt inserted and fixed in an insertion hole provided in the steel material and a through hole penetrating the wall. Since it consists of a nut to be fastened to this bolt, it can be installed easily and at low cost.

以上のように、本発明に係る壁の開口補強構造および開口補強方法は、例えば建物内部などに既存する壁に開口を設ける場合に有用であり、特に、壁材を取り外さずに開口を設けるのに適している。 As described above, the wall opening reinforcement structure and the opening reinforcement method according to the present invention are useful when, for example, an opening is provided in an existing wall inside a building, and in particular, the opening is provided without removing the wall material. Suitable for.

10 壁の開口補強構造
12 壁
14 開口
16 補強材
18、18A、18B、18C 壁材
20 横材(鋼材、補強材)
22 ボルト(連結材、補強材)
24 表面
26 裏面
28 貫通孔
30 挿通孔
32 ナット
34 スプリングワッシャー
36 プレート
38 Z金物
40 隙間
42 係合片
44 基部
46 ボルト取付穴
48 ボルト
50 中空部
52 プレートナット
10 Wall opening reinforcement structure 12 Wall 14 opening 16 Reinforcing material 18, 18A, 18B, 18C Wall material 20 Horizontal material (steel material, reinforcing material)
22 bolts (connecting material, reinforcing material)
24 Front surface 26 Back surface 28 Through hole 30 Insertion hole 32 Nut 34 Spring washer 36 Plate 38 Z Hardware 40 Gap 42 Engagement piece 44 Base 46 Bolt mounting hole 48 Bolt 50 Hollow part 52 Plate nut

Claims (2)

壁に設けられた開口と、この開口を補強するために設けられた補強材とを備える壁の開口補強構造であって、
壁は、四角板状の壁材を左右方向に3枚以上連設して構成されており、開口は、左右方向に連設された壁材のうち左右両端の壁材以外の壁材に設けられ、
補強材は、開口が設けられた壁材の表裏両面の開口の上縁および下縁においてそれぞれ左右方向に延設されるとともに、この壁材の左右に隣接する壁材まで延びる鋼材からなる横材と、壁材の表裏両面における開口の上縁の横材どうし、開口の下縁の横材どうしをそれぞれ壁材を挟んで連結する連結材とからなり、
連結材は、開口が設けられた壁材の左右に隣接する壁材の各左右方向略中央を貫通する貫通孔と、この貫通孔に対応する位置の横材に設けられる挿通孔とに挿通されるボルトと、このボルトに締結されるナットとからなり、横材は、このボルトを介して、開口が設けられた壁材の左右に隣接する壁材に固定されるとともに、開口が設けられた壁材に固定された金物に挟まれることを特徴とする壁の開口補強構造。
A wall opening reinforcement structure including an opening provided in the wall and a reinforcing material provided to reinforce the opening.
The wall is composed of three or more square plate-shaped wall materials connected in the left-right direction, and openings are provided in the wall materials other than the wall materials on both the left and right ends of the wall materials connected in the left-right direction. Be,
Reinforcement crosspieces made Rutotomoni, a steel material extending to the wall material adjacent to the left and right of the wall material are respectively extended in the lateral direction in the upper and lower edges of both sides of the opening in the wall material with an opening at If, crosspiece each other the upper edge of the opening in the front and back surfaces of the wall material, Ri Do the crosspiece each other of the lower edge of the opening and a connecting member for connecting across the respective wall material,
The connecting material is inserted into a through hole that penetrates substantially the center of each of the wall materials adjacent to the left and right of the wall material provided with the opening in the left-right direction and an insertion hole provided in the cross member at a position corresponding to the through hole. The cross member is fixed to the wall material adjacent to the left and right of the wall material provided with the opening through the bolt, and the cross member is provided with the opening. opening reinforcement structure of a wall, characterized in Rukoto sandwiched fixed fittings on the wall material.
壁に設けられる開口を補強する壁の開口補強方法であって、
壁は、四角板状の壁材を左右方向に3枚以上連設して構成されており、開口は、左右方向に連設された壁材のうち左右両端の壁材以外の壁材に設けられるものであり、
鋼材からなる横材を、開口を設ける壁材の表裏両面の開口の上縁および下縁となる位置においてそれぞれ左右方向に延設するとともに、この壁材の左右に隣接する壁材まで延設するステップと、
壁材の表裏両面における開口の上縁となる位置の横材どうし、開口の下縁となる位置の横材どうしをそれぞれ壁材を挟んで、開口を設ける壁材の左右に隣接する壁材の各左右方向略中央を貫通する貫通孔と、この貫通孔に対応する位置の横材に設けた挿通孔とに挿通されるボルトと、このボルトに締結されるナットとからなる連結材で連結することで、左右に隣接する壁材に対して横材を固定するステップと、
開口を設ける壁材に固定した金物に横材を挟むステップとを備えることを特徴とする壁の開口補強方法。
It is a method of reinforcing the opening of the wall to reinforce the opening provided in the wall.
The wall is composed of three or more square plate-shaped wall materials connected in the left-right direction, and openings are provided in the wall materials other than the wall materials on both the left and right ends of the wall materials connected in the left-right direction. Is something that can be done
A horizontal member made of steel is extended in the left-right direction at positions that are the upper and lower edges of the openings on both the front and back sides of the wall material to be provided, and is extended to the wall materials adjacent to the left and right of the wall material. Steps and
Crosspiece each other in a position to be the upper edge of the opening in the front and back surfaces of the wall material, sandwiching the cross member to each other the respective wall material of the lower edge and a position of opening, the wall material adjacent to the left and right wall material providing an opening It is connected by a connecting material consisting of a through hole penetrating approximately the center in each of the left and right directions, a bolt inserted into an insertion hole provided in a cross member at a position corresponding to the through hole, and a nut fastened to this bolt. By doing so, the step of fixing the cross member to the wall material adjacent to the left and right,
A method for reinforcing a wall opening, which comprises a step of sandwiching a cross member between a metal fitting fixed to a wall material to be provided with an opening.
JP2017039040A 2017-03-02 2017-03-02 Wall opening reinforcement structure and opening reinforcement method Active JP6914057B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017039040A JP6914057B2 (en) 2017-03-02 2017-03-02 Wall opening reinforcement structure and opening reinforcement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017039040A JP6914057B2 (en) 2017-03-02 2017-03-02 Wall opening reinforcement structure and opening reinforcement method

Publications (2)

Publication Number Publication Date
JP2018145617A JP2018145617A (en) 2018-09-20
JP6914057B2 true JP6914057B2 (en) 2021-08-04

Family

ID=63588711

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017039040A Active JP6914057B2 (en) 2017-03-02 2017-03-02 Wall opening reinforcement structure and opening reinforcement method

Country Status (1)

Country Link
JP (1) JP6914057B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3738783B2 (en) * 1995-03-08 2006-01-25 株式会社アイジー技術研究所 Exterior wall repair structure
JP3506842B2 (en) * 1996-06-07 2004-03-15 積水ハウス株式会社 Exterior wall panels
JP2006225878A (en) * 2005-02-15 2006-08-31 Shimizu Corp Masonry structure reinforcement structure

Also Published As

Publication number Publication date
JP2018145617A (en) 2018-09-20

Similar Documents

Publication Publication Date Title
KR101406535B1 (en) Steel plate shear wall structure using block assembly
KR101711614B1 (en) Connection structure of steel column and steel beam
KR20200008685A (en) Method for reinforcing the Earthquake of a concrete columns
JP6914057B2 (en) Wall opening reinforcement structure and opening reinforcement method
JP6431876B2 (en) Fixing hardware for fixing the outer wall panel
KR101753700B1 (en) A frame having a prefabricated structure
JP5438394B2 (en) Metal formwork panels
JP2016017323A (en) Damping structure
KR20160042374A (en) Assembly type frame
JP5612889B2 (en) Reinforcement structure of building unit
JP5091580B2 (en) Balcony floor support structure
JP7403983B2 (en) Anti-slip fittings and floor structure
JP6886788B2 (en) Seismic ceiling structure
JP6301229B2 (en) Anti-vibration structure of unit building and construction method thereof
KR102495592B1 (en) Assembly type aseismic reinforcement apparatus
JP2014177762A (en) Steel staircase
JP6507053B2 (en) Exterior wall structure of the building
JP5484511B2 (en) Extension hardware, extension structure and extension method
KR102247641B1 (en) Bottom Construction for Structure
JP2010159580A (en) Unit building
KR101063630B1 (en) Ceiling finishing device and installation method using ceiling panel and frame member
JP5143496B2 (en) Extension structure and extension method
JP4867230B2 (en) Elevator three-way frame device
JP6040047B2 (en) ALC panel mounting structure and ALC panel mounting method
JP6553859B2 (en) Seismic support structure for partition walls

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200227

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20210113

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210126

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210319

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20210706

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210713

R150 Certificate of patent or registration of utility model

Ref document number: 6914057

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150