JP7489261B2 - Wall structure - Google Patents

Wall structure Download PDF

Info

Publication number
JP7489261B2
JP7489261B2 JP2020139000A JP2020139000A JP7489261B2 JP 7489261 B2 JP7489261 B2 JP 7489261B2 JP 2020139000 A JP2020139000 A JP 2020139000A JP 2020139000 A JP2020139000 A JP 2020139000A JP 7489261 B2 JP7489261 B2 JP 7489261B2
Authority
JP
Japan
Prior art keywords
wall material
connector
guide groove
plate
cross member
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
JP2020139000A
Other languages
Japanese (ja)
Other versions
JP2022035003A (en
Inventor
義憲 大倉
Original Assignee
西尾レントオール株式会社
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 西尾レントオール株式会社 filed Critical 西尾レントオール株式会社
Priority to JP2020139000A priority Critical patent/JP7489261B2/en
Publication of JP2022035003A publication Critical patent/JP2022035003A/en
Application granted granted Critical
Publication of JP7489261B2 publication Critical patent/JP7489261B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、木造建築などにおいて、柱と横架材で構成される格子状の枠組みに壁材を組み込んだ壁面構造に関する。 The present invention relates to a wall structure in which wall materials are incorporated into a lattice-like framework made up of columns and cross members in wooden buildings, etc.

木造建築で広く普及している軸組構法では、柱や横架材などの部材を格子状に連結して骨格を構築しているが、部材同士の連結箇所の剛性には限度があるため、水平荷重に対する強度が不足しやすく、必要に応じて筋交いなどで補強している。また近年は、耐震性のほか、断熱性や遮音性なども重要視されており、柱と横架材などで構成される格子状の枠組みの全体に壁材を組み込むことがある。この壁材は、その目的から相応の厚さを有しており、仮に壁材を柱や横架材の側面に配置したならば、占有空間の増大が避けられない。そのため壁材は、柱や横架材で構成される枠組みの内周部に組み込むことが多い。 In the frame construction method that is widely used in wooden buildings, members such as columns and cross members are connected in a lattice pattern to build a framework, but because there is a limit to the rigidity of the joints between the members, the strength against horizontal loads is easily insufficient, and reinforcement is made with braces as necessary. In recent years, importance has been placed on insulation and soundproofing in addition to earthquake resistance, and wall materials are sometimes incorporated into the entire lattice framework made up of columns and cross members. This wall material has a suitable thickness for its purpose, and if it were placed on the sides of the columns or cross members, it would inevitably take up more space. For this reason, wall materials are often incorporated into the inner periphery of the framework made up of columns and cross members.

本発明と関連のある先行技術の例として後記の特許文献が挙げられ、そのうち特許文献1では、木造建物における板壁の施工方法が開示されている。この技術は、寺社などの伝統的な木造軸組での施工や改修を想定したもので、二本の柱の間に力貫および力板を交互に積層して板壁を形成しているが、力貫は左右に二分割してあり、左右一対の力貫を所定の位置に組み込んだ後、双方を金輪継ぎなどで接合する。また柱の側面には、力貫および力板の端部を差し込むための縦溝を形成するほか、柱の上部表面を部分的に削り込み、柱の側面と縦溝を結ぶ切込部を形成することで、切込部から縦溝に向けて力板を差し込むことができる。この発明では、力貫を左右に二分割しているほか、力板を差し込むための切込部を形成してあり、力貫や力板を柱の真上から差し込む必要がなく、大がかりな解体作業を行うことなく改修を実施することができる。 Examples of prior art related to the present invention include the following patent documents, of which patent document 1 discloses a method of constructing wooden walls in wooden buildings. This technology is intended for construction and renovation of traditional wooden frameworks such as temples and shrines, and forms a wooden wall by alternately stacking force plates and force plates between two pillars. The force plate is divided into two parts, left and right, and after the pair of force plates is assembled in the specified positions, they are joined by metal joints or the like. In addition, vertical grooves are formed on the side of the pillar to insert the ends of the force plate and force plate, and the upper surface of the pillar is partially cut away to form a cut that connects the side of the pillar to the vertical groove, so that the force plate can be inserted from the cut toward the vertical groove. In this invention, the force plate is divided into two parts, left and right, and a cut is formed to insert the force plate, eliminating the need to insert the force plate or force plate directly from above the pillar, and renovation can be carried out without extensive demolition work.

次の特許文献2では、耐久性や耐震性を向上可能な内壁耐力面材の取り付け構造が開示されている。この構造は、間柱に内壁耐力面材を取り付けるために開発されたもので、仮に内壁耐力面材の取り付けにネジや釘を用いたならば、サビや緩みの発生が避けられない。そこでこの文献では、内壁耐力面材に蟻溝部を形成するほか、間柱の側面に蟻ホゾ部を形成し、蟻溝部に蟻ホゾ部を挿入することで間柱に内壁耐力面材を取り付けている。したがってネジや釘が不要になり、耐久性が向上する。さらに蟻溝部と蟻ホゾ部との境界には意図的に間隙を確保してあり、この間隙に差し込み部材を圧入することで、間柱と内壁耐力面材が強固に固定され、耐震性が向上する。 The following Patent Document 2 discloses an attachment structure for interior wall strength panels that can improve durability and earthquake resistance. This structure was developed to attach interior wall strength panels to studs, and if screws or nails were used to attach the interior wall strength panels, rust and loosening would be unavoidable. Therefore, in this document, in addition to forming a dovetail section in the interior wall strength panel, a dovetail section is formed on the side of the stud, and the dovetail section is inserted into the dovetail section to attach the interior wall strength panel to the stud. This eliminates the need for screws or nails, improving durability. Furthermore, a gap is intentionally provided at the boundary between the dovetail section and the dovetail section, and by pressing an insert into this gap, the stud and the interior wall strength panel are firmly fixed, improving earthquake resistance.

そのほか特許文献3については、壁材の組み込みとは直接的な関係のない技術であり、主幹部材および結合部材と称する二部材の連結に用いる木造建築部材用連結金物が開示されている。この連結金物は、金属板をプレス加工でコの字状に変形させたもので、その中央に位置するカップ状のホゾと、このホゾを挟み込みように配置される接続片と、で構成され、主幹部材に形成したホゾ穴にホゾを差し込み、さらにボルトとナットで連結金物を主幹部材に取り付ける。また結合部材には、接続片を差し込むための係合溝を形成してあり、係合溝に接続片を差し込んだ後、結合部材のピン打ち孔に留め具を打ち込むことで、結合部材が連結金物に取り付けられる。この連結金物は、左右一対の接続片がホゾだけで一体化された簡素な構造で、製造コストを抑制できるほか、結合部材については、係合溝とピン打ち孔だけを事前に形成すればよく、従来の連結金物に対し、結合部材に施す加工が簡素化される。 In addition, Patent Document 3 discloses a connecting hardware for wooden building components that is used to connect two components called a main body member and a connecting member, which is a technology not directly related to the installation of wall materials. This connecting hardware is made by deforming a metal plate into a U-shape by pressing, and is composed of a cup-shaped tenon located in the center and a connecting piece that is arranged to sandwich the tenon. The tenon is inserted into a mortise hole formed in the main body member, and the connecting hardware is attached to the main body member with a bolt and nut. The connecting member also has an engagement groove formed in it for inserting the connecting piece. After inserting the connecting piece into the engagement groove, a fastener is driven into the pin hole of the connecting member, and the connecting member is attached to the connecting hardware. This connecting hardware has a simple structure in which a pair of left and right connecting pieces are integrated only with a tenon, which not only reduces manufacturing costs, but also simplifies the processing of the connecting member compared to conventional connecting hardware, as only the engagement groove and pin hole need to be formed in advance for the connecting member.

特開2003-301542号公報JP 2003-301542 A 特開2004-263478号公報JP 2004-263478 A 特開2008-169641号公報JP 2008-169641 A

柱と横架材で構成される枠組みの内周部に壁材を組み込む場合、施工時は、まず柱と横架材を連結して枠組みを構築し、その後、釘類や金具を用いて壁材を固定することになるが、必然的に壁材の外縁に沿って多数の釘類や金具を配置することになり、施工時の作業量が増大する。そこで、あらかじめ柱に溝を加工しておき、現地で柱を据え付けた後、吊り上げた壁材を徐々に下降させ、壁材の側端部を柱の溝に差し込み、壁材の組み込みを終えた後に横架材を取り付けるならば、壁材を固定する作業を省略できる。ただしこの場合、壁材の移動を妨げないよう、壁材を組み込む前の時点では、横架材を取り付けるための準備作業を行うことが難しくなる。したがってこの点に関しては、施工時の作業量が増大することになるが、何らかの対策を講じることで、この作業量を抑制できることが望ましい。 When installing wall materials on the inner periphery of a framework consisting of columns and cross members, the framework is first constructed by connecting the columns and cross members during construction, and then the wall materials are fixed using nails and metal fittings. However, this inevitably means placing a large number of nails and metal fittings along the outer edge of the wall materials, which increases the amount of work during construction. To avoid this, if grooves are made in the columns beforehand, and the columns are installed on-site, the wall materials that have been lifted up are gradually lowered, the side ends of the wall materials are inserted into the grooves in the columns, and the cross members are attached after the wall materials have been installed, the work of fixing the wall materials can be omitted. However, in this case, it is difficult to carry out preparation work for installing the cross members before installing the wall materials so as not to interfere with the movement of the wall materials. Therefore, although the amount of work during construction increases in this regard, it is desirable to take some measures to reduce this amount of work.

本発明はこうした実情を基に開発されたもので、柱と横架材との連結構造を特定することで、施工時の作業量を抑制可能な壁面構造の提供を目的としている。 The present invention was developed based on these circumstances, and aims to provide a wall structure that can reduce the amount of work required during construction by specifying the connection structure between the columns and cross members.

前記の課題を解決するための請求項1記載の発明は、二本の柱の間を塞ぐように壁材を組み込み、さらに該壁材の上部に横架材を配置することで二本の該柱を連結する壁面構造であって、前記柱の各側面のうち前記壁材と接する面には、該壁材の側端部を差し込むための案内溝を形成してあり、前記横架材は連結具を介して前記柱に取り付けてあり、該連結具は、その中央に位置する前板と、該前板に対して直交しており且つ該前板の両側端部から突出する脚板と、該脚板の端部に接続しており且つ該脚板と段差なく同方向に突出する側板と、からなるコの字状であり、前記柱の各側面のうち前記案内溝がある面には、前記前板および前記脚板を埋め込むため、該案内溝の幅よりも大径の収容穴を形成してあり、該前板をボルトで引き寄せることで前記連結具を該柱に取り付け、また該収容穴の底面は、該案内溝よりも深い位置にあり、前記横架材の端部には、前記側板を差し込むため二列のスリットを形成してあり、該スリットと交差するように差し込む固定ピンによって該横架材を前記連結具に取り付け、前記柱に前記連結具を取り付けた状態において、前記前板および前記ボルトは、前記案内溝の底面よりも深い位置に埋め込むほか、前記脚板および前記側板は、該案内溝よりも外側に配置してあることを特徴とする壁面構造である。 The invention described in claim 1 for solving the above problem is a wall structure in which a wall material is incorporated to fill the gap between two pillars, and a cross member is placed on the top of the wall material to connect the two pillars, and a guide groove is formed on the surface of each side of the pillar that contacts the wall material, into which the side end of the wall material is inserted, and the cross member is attached to the pillar via a connector, and the connector is U-shaped and consists of a front plate located in the center, leg plates that are perpendicular to the front plate and protrude from both side ends of the front plate, and side plates that are connected to the ends of the leg plates and protrude in the same direction as the leg plates without any steps, and the surface of each side of the pillar where the guide groove is formed has a front In order to embed the front plate and the leg plate, a storage hole with a diameter larger than the width of the guide groove is formed, and the front plate is pulled in by a bolt to attach the connector to the column, and the bottom surface of the storage hole is located deeper than the guide groove, and two rows of slits are formed at the end of the cross member to insert the side plate, and the cross member is attached to the connector by a fixing pin that is inserted so as to intersect with the slits, and when the connector is attached to the column, the front plate and the bolt are embedded deeper than the bottom surface of the guide groove, and the leg plate and the side plate are positioned outside the guide groove. This wall structure is characterized by the above.

本発明による壁面構造は、所定の距離を隔てて隣接する二本の柱の間を塞ぐように壁材を組み込むほか、この柱同士を横架材で連結しており、柱と横架材で構成される枠組みを壁材で補強するもので、この二本の柱の下部については、土台や基礎などで強固に据え付けられているものとする。なお柱や横架材の配置を増やすことで、壁面構造を上下方向や左右方向に連続させることもできる。また柱や横架材については、各種木材を想定しているが、壁材については、合板などの木材のほか、不燃処理が施された段ボールなどを用いることもできる。 The wall structure of this invention incorporates wall materials to fill the gap between two adjacent pillars separated by a specified distance, connects these pillars with cross members, and reinforces the framework formed by the pillars and cross members with wall materials, with the lower parts of these two pillars being firmly attached to bases or foundations. By increasing the number of pillars and cross members, the wall structure can be made continuous in the vertical and horizontal directions. Also, while various types of wood are envisioned for the pillars and cross members, the wall material can be made of wood such as plywood, or cardboard that has been treated to be fireproof.

隣接する二本の柱の側面には、壁材の側端部を差し込むため、上下方向に伸びる案内溝を形成する。当然ながら案内溝を形成する面は、柱の各側面のうち、相手方の柱と対向する面である。そのため壁材は、柱と横架材で構成される枠組みの内周部に配置されることになる。また壁材の側端部を案内溝に差し込んだ後は、必然的に壁材が柱から離脱不能になり、別途に壁材を固定する手段は不要である。なお壁材の幅(両側端面間の距離)は、対向する案内溝の底面同士の間隔に合わせてあり、壁材は案内溝で緩みなく保持されるものとする。 On the sides of two adjacent pillars, guide grooves are formed that extend vertically so that the side ends of the wall material can be inserted. Naturally, the surface that forms the guide groove is the surface of each pillar that faces the other pillar. Therefore, the wall material is placed on the inner periphery of the framework made up of the pillars and cross members. Furthermore, once the side ends of the wall material are inserted into the guide grooves, the wall material will inevitably be unable to come off the pillars, and no separate means of fixing the wall material is required. Furthermore, the width of the wall material (the distance between both end faces) is set to match the distance between the bottom faces of the opposing guide grooves, and the wall material will be held in the guide grooves without loosening.

横架材は、壁材の上部に配置し、二本の柱を連結するもので、柱と横架材によって格子状の枠組みが構築される。また壁材と横架材は、隙間なく接触させることを前提としており、横架材の底面にも柱と同様に案内溝を形成し、そこに壁材の上端部を差し込むこともできる。ただし強度などに問題がなければ、横架材の案内溝を省略し、壁材の上面と横架材の底面を単純に接触させても構わない。そのほか二本の柱の間において、横架材を上下方向に複数本配置することがあり、この場合、柱と横架材は梯子状に並ぶことになる。 The cross member is placed on top of the wall material and connects the two columns, with the columns and cross member forming a lattice-like framework. It is assumed that the wall material and the cross member will be in contact with each other without any gaps, and a guide groove can be formed on the bottom surface of the cross member, just like the columns, into which the upper end of the wall material can be inserted. However, if there are no problems with strength, the guide groove of the cross member can be omitted and the top surface of the wall material can simply be in contact with the bottom surface of the cross member. Additionally, multiple cross members can be placed vertically between two columns, in which case the columns and cross members will be arranged in a ladder shape.

連結具は、柱に横架材を取り付けるためのもので、必然的に柱の側面と横架材の端面との境界で使用される。この連結具は、前板と脚板と側板で構成されるコの字状で、中央に位置する前板を挟み込むように脚板と側板が配置される。そして前板は、柱との接続を担う部位で、その外縁は円形を基調としており、柱の側面に形成した収容穴に埋め込む。また前板の左右両側端部から脚板が突出している。脚板は、前板に対してほぼ直交しており、当然ながら左右いずれも同じ方向に突出する。なお脚板の幅(脚板の突出方向に対して直交する方向の長さ)は、前板の直径よりも小さく、前板の左右から帯状の脚板が突出した外観になる。そのほか前板は、一個の連結具に対して一箇所だけとすることもあるが、柱の長手方向に沿って複数箇所とすることも多い。 The connector is used to attach the cross member to the column, and is necessarily used at the boundary between the side of the column and the end of the cross member. This connector is U-shaped, consisting of a front plate, a leg plate, and a side plate, and the leg plate and side plate are arranged so as to sandwich the front plate located in the center. The front plate is the part that connects to the column, and its outer edge is basically circular, and it is embedded in a receiving hole formed in the side of the column. The leg plates protrude from both the left and right ends of the front plate. The leg plates are almost perpendicular to the front plate, and naturally protrude in the same direction on both the left and right. The width of the leg plate (the length in the direction perpendicular to the protruding direction of the leg plate) is smaller than the diameter of the front plate, and it looks like a band-like leg plate protruding from the left and right of the front plate. In addition, there may be only one front plate for one connector, but it is often the case that there are multiple front plates along the length of the column.

連結具の側板は、脚板の端部に接続する板状の部位で、必然的に脚板と段差なく並ぶことになるが、脚板よりも大きく、横架材に形成したスリットに差し込まれる。そのため側板は、脚板と同様、前板を挟み込むように同形状のものが左右に二枚配置されるほか、左右の側板は、脚板と前板を介して一体化されることになる。なお一個の連結具について、前板が複数箇所になる場合、側板を介して前板同士が一体化される。また、横架材のスリットに側板を差し込んだ後、横架材の側面からスリットと交差するように固定ピンやボルトなどを差し込むと、横架材が連結具に取り付けられる。 The side panels of the connector are plate-like sections that connect to the ends of the leg panels, and are necessarily flush with the leg panels, but are larger than the leg panels and are inserted into slits formed in the cross member. For this reason, like the leg panels, two side panels of the same shape are placed on either side to sandwich the front panel, and the left and right side panels are integrated via the leg panels and front panels. If there are multiple front panels for one connector, the front panels are integrated via the side panels. After the side panels are inserted into the slits in the cross member, a fixing pin or bolt is inserted from the side of the cross member so that it intersects with the slit, and the cross member is attached to the connector.

収容穴は、柱の側面に形成する有底の穴であり、これに連結具の前板を埋め込み、さらに前板をボルトで引き寄せることで、柱と連結具が一体化される。また収容穴は、必然的に案内溝と同じ側面に形成され、しかも双方は重なるように配置することになるが、収容穴の直径は、案内溝の幅よりも大きく、案内溝の両側が収容穴で削り取られる。加えて収容穴は、案内溝よりも深い位置に到達させる。そして連結具の前板を収容穴に埋め込むと、脚板も収容穴に入り込むが、脚板の端部は収容穴から抜け出すよう、各部の寸法を調整する。そのため側板は、収容穴に入り込むことなく、柱の側面から突出するように配置される。なお連結具を引き寄せるボルトの軸部は、収容穴の底面から伸びる連通穴に差し込まれる。 The accommodation hole is a bottomed hole formed on the side of the pillar, into which the front plate of the connector is embedded and then pulled in with a bolt, integrating the pillar and connector. The accommodation hole is necessarily formed on the same side as the guide groove, and the two are arranged so that they overlap, but the diameter of the accommodation hole is larger than the width of the guide groove, and both sides of the guide groove are cut away by the accommodation hole. In addition, the accommodation hole is made to reach a position deeper than the guide groove. When the front plate of the connector is embedded in the accommodation hole, the leg plate also enters the accommodation hole, but the dimensions of each part are adjusted so that the end of the leg plate can escape from the accommodation hole. Therefore, the side plate is positioned so that it protrudes from the side of the pillar without entering the accommodation hole. The shaft of the bolt that pulls in the connector is inserted into a communicating hole extending from the bottom of the accommodation hole.

柱に連結具を取り付けた際、対向する側板同士の隙間は、案内溝の幅と同等、もしくは案内溝の幅よりも大きくする。また連結具の前板と、連結具を引き寄せるボルトのいずれも、案内溝の底面よりも深い位置に埋め込む。このように連結具の形状や配置を考慮することで、柱に連結具を取り付けた後も、連結具やボルトが案内溝を塞ぐことを回避でき、案内溝に差し込まれた壁材の移動を妨げることもない。そのため、あらかじめ柱に連結具を取り付けておき、現地で柱を据え付けた後、柱の上方から壁材を組み込むことができ、しかも、その後の横架材の取り付けを素早く行うことができる。 When the connector is attached to the column, the gap between the opposing side panels is set to be equal to or greater than the width of the guide groove. In addition, both the front panel of the connector and the bolt that pulls the connector together are embedded deeper than the bottom of the guide groove. By considering the shape and position of the connector in this way, it is possible to prevent the connector or bolt from blocking the guide groove even after the connector is attached to the column, and it does not interfere with the movement of the wall material inserted into the guide groove. Therefore, by attaching the connector to the column in advance and installing the column on site, the wall material can be assembled from above the column, and the cross members can be quickly installed afterwards.

請求項2記載の発明は、壁材の厚さを増大させた場合を想定したもので、壁材の厚さは、案内溝の幅よりも大きく、壁材の側端面中央には、案内溝に差し込む突出部を形成してあり、この突出部よりも外側には、側板を通すためのスリットを形成してあることを特徴とする。壁材の厚さは、柱の案内溝の幅と一致させることもあるが、建築物の性能向上などのため、この発明のように、壁材の厚さを案内溝の幅よりも大きくすることがある。この場合、壁材の側端面は単純な平面状に仕上げるのではなく、中央だけが凸状に突き出した突出部を形成する。突出部は、壁材の側端面の長手方向に沿って伸びており、突出部だけが柱の案内溝に差し込まれる。また壁材の側端面において、突出部よりも外側は、柱の側面と対向する単純な平面状になるが、この面には、連結具の側板を通すため、スリットを形成する。 The invention described in claim 2 is based on the assumption that the thickness of the wall material is increased, and is characterized in that the thickness of the wall material is greater than the width of the guide groove, a protrusion is formed in the center of the side end face of the wall material to be inserted into the guide groove, and a slit is formed outside this protrusion to pass the side plate through. The thickness of the wall material may be made to match the width of the guide groove of the pillar, but in order to improve the performance of the building, the thickness of the wall material may be made greater than the width of the guide groove as in this invention. In this case, the side end face of the wall material is not finished in a simple flat shape, but a protrusion that protrudes convexly only in the center is formed. The protrusion extends along the longitudinal direction of the side end face of the wall material, and only the protrusion is inserted into the guide groove of the pillar. In addition, the side end face of the wall material outside the protrusion is a simple flat shape facing the side face of the pillar, but a slit is formed in this surface to pass the side plate of the connector through.

請求項3記載の発明は、壁材の厚さを増大させた場合の具体例を示すもので、壁材に固定ピンを差し込むことで二本の柱を連結することを特徴とする。壁材の厚さを増大させ、壁材と横架材の双方の厚さを一致させた場合、この発明のように、壁材が横架材の機能を兼ね備えることも可能である。その結果、横架材を省略することができ、壁材で二本の柱を連結することになる。このように壁材が横架材の機能を兼ね備える場合、壁材から連結具に向けて固定ピンを差し込み、壁材自体を連結具に取り付けることになる。なおこの壁材には、連結具の側板を差し込むため、スリットを形成する。 The invention described in claim 3 shows a specific example of a case where the thickness of the wall material is increased, and is characterized by the fact that two pillars are connected by inserting a fixing pin into the wall material. When the thickness of the wall material is increased and the thickness of both the wall material and the cross member are made the same, it is possible for the wall material to also function as a cross member, as in this invention. As a result, the cross member can be omitted, and the two pillars are connected by the wall material. When the wall material also functions as a cross member in this way, a fixing pin is inserted from the wall material toward the connector, and the wall material itself is attached to the connector. Furthermore, a slit is formed in this wall material to allow the side panel of the connector to be inserted.

請求項1記載の発明のように、二本の柱の間に壁材を組み込むほか、この二本の柱を横架材で連結する壁面構造において、柱の側面には、壁材の側端部を差し込む案内溝を形成するほか、柱に横架材を取り付けるための連結具は、前板と脚板と側板で構成し、前板をボルトで引き寄せる。そして、このボルトおよび連結具の前板は、案内溝よりも深い位置に埋め込むほか、連結具の脚板および側板は、案内溝よりも外側に配置することで、連結具やボルトが案内溝を塞ぐことを回避でき、案内溝に差し込まれた壁材の移動を妨げることもない。そのため、あらかじめ柱に連結具を取り付けておき、現地で柱を据え付けた後、柱の上方から壁材を組み込むことができ、しかも取り付け済みの連結具により、横架材を介して二本の柱を簡単に連結することができ、施工時の作業量を抑制可能である。 In the wall structure in which a wall material is installed between two columns and these two columns are connected by a cross member as in the invention described in claim 1, a guide groove is formed on the side of the column into which the side end of the wall material is inserted, and the connector for attaching the cross member to the column is composed of a front plate, a leg plate, and a side plate, and the front plate is pulled in by a bolt. The bolt and the front plate of the connector are embedded deeper than the guide groove, and the leg plate and side plate of the connector are positioned outside the guide groove, so that the connector and bolt do not block the guide groove and do not hinder the movement of the wall material inserted in the guide groove. Therefore, the connector is attached to the column in advance, and after the column is installed on site, the wall material can be installed from above the column, and the two columns can be easily connected via the cross member by the attached connector, which reduces the amount of work during construction.

加えて本発明では、壁材の側端部が柱の案内溝に差し込まれるため、柱と壁材が連続的に一体化し、柱や横架材で構成される枠組みが強化され、水平荷重のほか、壁面構造をねじるような荷重に対しても、強力に対抗することができる。また、壁材の側端部が案内溝に差し込まれることから、必然的に遮光性や気密性が確保され、室内環境の向上も期待できる。 In addition, with this invention, the side ends of the wall material are inserted into the guide grooves of the columns, so the columns and the wall material are integrated into a continuous structure, strengthening the framework made up of the columns and cross members, and allowing it to withstand not only horizontal loads, but also loads that twist the wall structure. Also, because the side ends of the wall material are inserted into the guide grooves, light-blocking and airtightness are inevitably ensured, and an improvement in the indoor environment can be expected.

請求項2記載の発明のように、壁材の厚さを柱の案内溝の幅よりも大きくするほか、壁材の側端面中央には、案内溝に差し込むための突出部を形成することで、壁面構造の強度や断熱性などを一段と向上させることができる。なおこの壁材については、木材ではなく、不燃処理が施された段ボールなどを用いることで、軽量化やコストダウンを期待できる。 As in the invention described in claim 2, the thickness of the wall material is made greater than the width of the guide groove of the pillar, and a protrusion is formed in the center of the side end face of the wall material to be inserted into the guide groove, thereby further improving the strength and heat insulation of the wall structure. Note that by using fireproof cardboard instead of wood for this wall material, weight reduction and cost reduction can be expected.

請求項3記載の発明のように、壁材に固定ピンを差し込むことで二本の柱が連結される構造とすることで、横架材が不要になる。したがってその分のコストダウンを期待できるほか、施工時の作業量を一段と抑制できる。また壁材と横架材との境界がなくなるため、断熱性や遮音性などの向上も期待できる。
As in the invention described in claim 3, by inserting a fixing pin into the wall material to connect the two columns, a cross member is not required. Therefore, it is expected that the cost will be reduced and the amount of work during construction will be further reduced. In addition, since there is no boundary between the wall material and the cross member, it is expected that the heat insulation and sound insulation will be improved.

本発明による壁面構造の形態例を示す斜視図であり、左右に並ぶ二本の柱の間を塞ぐように壁材を組み込むほか、壁材の上部に横架材を取り付けて二本の柱を連結する。なお図の左側は、壁面構造の全体を描いてあり、図の右側は、柱と横架材との連結箇所を拡大して描いてある。This is a perspective view showing an example of a wall structure according to the present invention, in which a wall material is incorporated to fill the gap between two columns arranged side by side, and a cross member is attached to the top of the wall material to connect the two columns. The left side of the figure shows the entire wall structure, and the right side of the figure shows an enlarged view of the connection between the column and the cross member. 図1の壁面構造において、柱に連結具を取り付けた状態を示す斜視図であり、図の下方では、連結具を取り付ける過程を断面で描いてある。FIG. 2 is a perspective view showing a state in which connectors are attached to columns in the wall structure of FIG. 1, and the process of attaching the connectors is illustrated in cross section at the bottom of the figure. 図2の後の状態を示す斜視図であり、図の上方は壁材を組み込む途中段階で、図の下方は壁材の組み込みを終えた段階である。3 is a perspective view showing a state subsequent to that shown in FIG. 2, in which the upper part of the figure shows a middle stage of assembling the wall material, and the lower part of the figure shows a stage after assembling the wall material has been completed. 図3の後、横架材の取り付けを終え、壁面構造が完成した最終段階を示す斜視図である。4 is a perspective view showing the final stage after FIG. 3 in which the installation of the cross members has been completed and the wall structure has been completed. 図4の壁面構造を上下左右に拡張した場合を示す斜視図である。5 is a perspective view showing a case where the wall structure of FIG. 4 is expanded in the vertical and horizontal directions. 壁材の厚さを増大させた場合の壁面構造を示す斜視図である。FIG. 13 is a perspective view showing a wall structure when the thickness of the wall material is increased. 図6の壁面構造において、横架材の取り付けを終えた最終段階を示す斜視図である。FIG. 7 is a perspective view showing the final stage after the installation of the cross members in the wall structure of FIG. 6 is completed. 図6の壁面構造を一部改良し、壁材が横架材の機能を兼ね備えた場合を示す斜視図である。FIG. 7 is a perspective view showing a case where the wall structure of FIG. 6 is partially improved so that the wall material also functions as a cross member. 本発明で用いる連結具の形状例を示す斜視図であり、ここでは前板を一箇所だけとしている。FIG. 13 is a perspective view showing an example of the shape of a connector used in the present invention, in which there is only one front panel.

図1は、本発明による壁面構造の形態例を示し、左右に並ぶ二本の柱21の間を塞ぐように壁材11を組み込むほか、壁材11の上部に横架材31を取り付けて二本の柱21を連結する。なお図の左側は、壁面構造の全体を描いてあり、図の右側は、柱21と横架材31との連結箇所を拡大して描いてある。この図の柱21や横架材31などは、建築物の骨格を構築するもので、二本の柱21は所定の距離を隔てて直立しており、両柱21の下部は、土台41で連結されている。また壁材11の厚さは、柱21の横断面の一辺よりも小さく、壁材11の側端部は、柱21の側面に加工した案内溝24に差し込む。案内溝24は、柱21の各側面のうち、壁材11が配置される一面だけに加工してあり、柱21の長手方向に沿って全域に到達している。さらに案内溝24は、壁材11を緩みなく保持できる幅としてあるほか、壁材11の幅(両側端面間の距離)は、対向する案内溝24の底面同士の間隔に合わせてあり、壁材11の両側端部が案内溝24に差し込まれると、壁材11は柱21から離脱不能になる。 Figure 1 shows an example of a wall structure according to the present invention, in which a wall material 11 is incorporated to fill the gap between two columns 21 arranged side by side, and a cross member 31 is attached to the top of the wall material 11 to connect the two columns 21. The left side of the figure shows the entire wall structure, and the right side of the figure shows an enlarged view of the connection between the column 21 and the cross member 31. The columns 21 and cross members 31 in this figure form the framework of the building, and the two columns 21 stand upright at a specified distance apart, with the lower parts of both columns 21 connected by a base 41. The thickness of the wall material 11 is smaller than one side of the cross section of the column 21, and the side end of the wall material 11 is inserted into a guide groove 24 machined into the side of the column 21. The guide groove 24 is machined only on one side of the column 21 where the wall material 11 is placed, and reaches the entire area along the longitudinal direction of the column 21. Furthermore, the guide grooves 24 are wide enough to hold the wall material 11 without loosening, and the width of the wall material 11 (the distance between both end faces) is adjusted to match the distance between the bottom faces of the opposing guide grooves 24, so that when both end faces of the wall material 11 are inserted into the guide grooves 24, the wall material 11 cannot be removed from the pillars 21.

横架材31は、二本の柱21の上部同士を連結する部材で、土台41と平行に配置され、連結具51を介して柱21に取り付けられる。そのため横架材31の長さは、二本の柱21の間隔に合わせてあり、横架材31の両端面が柱21の側面に接触する。そして、横架材31を介して柱21同士が連結されることで、土台41と柱21と横架材31による格子状の枠組みが構築される。また壁材11は、土台41と柱21と横架材31による枠組みの内周部の全域を塞ぐことを想定しており、壁材11の下部は土台41に接触し、壁材11の上部は横架材31に接触するが、土台41の上面には壁材11を差し込むための案内溝44を加工してあり、横架材31の底面にも同様の案内溝34を加工してあり、壁材11の外縁部全体が案内溝24、34、44に差し込まれる。なお横架材31に関しては、壁材11を上下両方に配置することを考慮し、その上面にも案内溝34を加工してある。 The cross member 31 is a member that connects the tops of the two columns 21 together, is arranged parallel to the base 41, and is attached to the columns 21 via connectors 51. Therefore, the length of the cross member 31 is adjusted to match the distance between the two columns 21, and both end faces of the cross member 31 contact the sides of the columns 21. Then, by connecting the columns 21 together via the cross member 31, a lattice-like framework is constructed by the base 41, columns 21, and cross members 31. The wall material 11 is also designed to cover the entire inner circumference of the framework made up of the base 41, pillars 21, and cross members 31, and the lower part of the wall material 11 contacts the base 41 and the upper part of the wall material 11 contacts the cross members 31. The top surface of the base 41 has a guide groove 44 for inserting the wall material 11, and the bottom surface of the cross members 31 has a similar guide groove 34, and the entire outer edge of the wall material 11 is inserted into the guide grooves 24, 34, and 44. Note that the top surface of the cross members 31 also has a guide groove 34, in consideration of the fact that the wall material 11 will be placed both above and below.

連結具51は、柱21と横架材31との境界に配置され、柱21に横架材31を取り付ける役割を担い、鋼板を二箇所で折り曲げてコの字状に形成したものである。この連結具51は、中央に位置する前板55と、前板55の左右に並ぶ脚板54および側板56と、で構成され、個々の前板55の外縁については、その上下二箇所を円弧状に仕上げてあるほか、前板55の左右両側端部から脚板54が突出している。脚板54は前板55に対してほぼ直交しており、左右の脚板54は同じ方向に突出している。さらに前板55は、一個の連結具51について、上下二箇所に配置してある。また、前板55から突出する脚板54の端部は、側板56に接続している。側板56は、脚板54と段差なく並ぶほか、側板56は上下方向に伸びており、側板56を介して上下二箇所の前板55が一体化している。そのほか左右に並ぶ二枚の側板56は同形状であり、しかも側板56同士の隙間は、案内溝24の幅と等しくしてある。 The connector 51 is located at the boundary between the column 21 and the cross member 31, and serves to attach the cross member 31 to the column 21. It is a steel plate bent at two points to form a U-shape. This connector 51 is composed of a front plate 55 located in the center, and leg plates 54 and side plates 56 arranged on the left and right of the front plate 55. The outer edge of each front plate 55 is finished in an arc shape at two points, above and below, and the leg plates 54 protrude from both the left and right ends of the front plate 55. The leg plates 54 are almost perpendicular to the front plate 55, and the left and right leg plates 54 protrude in the same direction. Furthermore, the front plates 55 are arranged at two points, above and below, for each connector 51. In addition, the end of the leg plate 54 protruding from the front plate 55 is connected to the side plate 56. The side plate 56 is aligned with the leg plate 54 without any step, and the side plate 56 extends in the vertical direction, and the two front plates 55 at the top and bottom are integrated through the side plate 56. In addition, the two side plates 56 arranged on the left and right have the same shape, and the gap between the side plates 56 is equal to the width of the guide groove 24.

このように本発明で用いる連結具51は、前板55と側板56が直に接触することなく、その間に脚板54を介在させており、しかも脚板54は、前板55の上下外縁に沿う円よりも内側に配置してある。また前板55は、柱21の側面に加工した収容穴25に埋め込まれ、対する側板56は、横架材31の端部に加工したスリット36に差し込まれる。収容穴25は円断面であり、その中心は案内溝24の中央に揃えてあり、さらに収容穴25の直径は案内溝24の幅よりも大きいため、収容穴25は案内溝24よりも外側に到達しているほか、収容穴25は案内溝24よりも深い。なお収容穴25は、前板55に応じて配置するため、ここでは一本の柱21について、上下二箇所に加工してある。 In this way, the connector 51 used in the present invention has the front plate 55 and the side plate 56 not in direct contact with each other, but has the leg plate 54 interposed between them, and the leg plate 54 is positioned inside the circle along the upper and lower outer edges of the front plate 55. The front plate 55 is embedded in the accommodation hole 25 machined in the side of the column 21, and the corresponding side plate 56 is inserted into the slit 36 machined in the end of the cross member 31. The accommodation hole 25 has a circular cross section, and its center is aligned with the center of the guide groove 24. Furthermore, since the diameter of the accommodation hole 25 is larger than the width of the guide groove 24, the accommodation hole 25 reaches outside the guide groove 24 and is deeper than the guide groove 24. The accommodation hole 25 is machined in two places, one above and one below, for one column 21 here, in order to be positioned according to the front plate 55.

柱21の側面に連結具51を配置し、連結具51の前板55を収容穴25に埋め込むと、脚板54も収容穴25に入り込むが、側板56についてはその構成上、収容穴25や案内溝24に入り込むことがなく、柱21の側面から突出するように配置される。このように、前板55と側板56との間に脚板54を挟み込むことで、前板55を収容穴25の底面に接触させることができる。また収容穴25の直径は、前板55の上下外縁に沿う円に合わせてあり、埋め込まれた前板55の外縁は収容穴25の内周面に接触するため、連結具51の変位が規制される。 When the connector 51 is placed on the side of the pillar 21 and the front plate 55 of the connector 51 is embedded in the storage hole 25, the leg plate 54 also enters the storage hole 25, but the side plate 56 does not enter the storage hole 25 or the guide groove 24 due to its configuration, and is positioned so that it protrudes from the side of the pillar 21. In this way, by sandwiching the leg plate 54 between the front plate 55 and the side plate 56, the front plate 55 can be brought into contact with the bottom surface of the storage hole 25. In addition, the diameter of the storage hole 25 is matched to a circle that follows the upper and lower outer edges of the front plate 55, and the outer edge of the embedded front plate 55 comes into contact with the inner circumferential surface of the storage hole 25, so the displacement of the connector 51 is restricted.

柱21に連結具51を取り付けるため、ボルト77を用いる。ボルト77は、前板55から柱21に向けて差し込み、その先端部を柱21の反対面に到達させ、そこにワッシャ76を組み込み、さらにナット75を螺合させる。そしてボルト77を締め付けると、ボルト77の頭部が前板55を押圧するため、前板55が収容穴25の底面に密着し、柱21に連結具51が取り付けられる。なおボルト77を差し込むため、前板55の中心に固定穴57を設けてあるほか、収容穴25の底面の中心には、柱21を貫く連通穴27を加工してある。またナット75とワッシャ76を埋め込むため、収容穴25の反対面には、連通穴27と同心でザグリ26を加工してある。 A bolt 77 is used to attach the connector 51 to the column 21. The bolt 77 is inserted from the front plate 55 toward the column 21, and its tip reaches the opposite side of the column 21. A washer 76 is attached to the bolt 77, and a nut 75 is screwed into the bolt 77. When the bolt 77 is tightened, the head of the bolt 77 presses against the front plate 55, so that the front plate 55 is in close contact with the bottom of the accommodation hole 25, and the connector 51 is attached to the column 21. A fixing hole 57 is provided in the center of the front plate 55 to insert the bolt 77, and a communication hole 27 is machined in the center of the bottom of the accommodation hole 25, passing through the column 21. A countersink 26 is machined concentrically with the communication hole 27 on the opposite side of the accommodation hole 25 to embed the nut 75 and washer 76.

柱21に連結具51を取り付けると、その側板56は柱21の側面から突出し、これを差し込むため、横架材31の端部には二列のスリット36を加工してある。またスリット36に側板56を差し込んだ後、連結具51に横架材31を取り付けるため、横架材31の側面から固定ピン78を差し込む。この差し込まれた固定ピン78は、側板56と交差し、摩擦によって横架材31に固定される。このように固定ピン78を差し込むため、横架材31の側面には、スリット36と交差する側穴38を加工してあるほか、側板56には、ピン穴58とピン溝59を設けてある。なお、本発明と無関係の汎用の連結具では、横架材の端部に二列のスリットを加工するほか、この二列のスリットの間を部分的に削り取る必要がある。しかし本発明の連結具51では、その前板55や脚板54が柱21に埋め込まれるため、このような削り取りは不要であり、作業量が削減される。 When the connector 51 is attached to the column 21, its side plate 56 protrudes from the side of the column 21, and in order to insert the side plate 56, two rows of slits 36 are machined at the end of the cross member 31. After the side plate 56 is inserted into the slit 36, a fixing pin 78 is inserted from the side of the cross member 31 to attach the cross member 31 to the connector 51. This inserted fixing pin 78 intersects with the side plate 56 and is fixed to the cross member 31 by friction. In order to insert the fixing pin 78 in this way, a side hole 38 that intersects with the slit 36 is machined on the side of the cross member 31, and a pin hole 58 and a pin groove 59 are provided on the side plate 56. Note that with a general-purpose connector unrelated to the present invention, in addition to machining two rows of slits at the end of the cross member, it is necessary to partially cut away the area between the two rows of slits. However, with the connector 51 of the present invention, the front plate 55 and leg plate 54 are embedded in the pillar 21, making such scraping unnecessary and reducing the amount of work.

ボルト77を用いて柱21に連結具51を取り付けると、その側板56は柱21の側面から突出するが、側板56は案内溝24よりも外側に配置される。しかも前板55を押圧するボルト77の頭部は、案内溝24の底面より深い位置に埋め込まれる。その結果、連結具51およびボルト77が案内溝24を塞ぐことを回避でき、柱21に連結具51を取り付けた後も、案内溝24に差し込まれた壁材11の移動を妨げることはない。 When the connector 51 is attached to the pillar 21 using the bolt 77, its side plate 56 protrudes from the side of the pillar 21, but the side plate 56 is positioned outside the guide groove 24. Furthermore, the head of the bolt 77 that presses the front plate 55 is embedded in a position deeper than the bottom surface of the guide groove 24. As a result, the connector 51 and bolt 77 can be prevented from blocking the guide groove 24, and even after the connector 51 is attached to the pillar 21, it does not hinder the movement of the wall material 11 inserted in the guide groove 24.

図2は、図1の壁面構造において、柱21に連結具51を取り付けた状態を示し、図の下方では、連結具51を取り付ける過程を断面で描いてある。図の下方のように、直立させた連結具51を柱21の側面に配置し、その前板55を収容穴25の底面に接触させた後、連結具51の固定穴57から柱21の連通穴27に向けてボルト77を差し込み、連通穴27を抜けたボルト77の先端部にワッシャ76を組み込み、さらにナット75を螺合させて締め付けると、前板55が収容穴25の底面に密着し、柱21に連結具51が取り付けられ、併せてワッシャ76とナット75は、ザグリ26に埋め込まれる。そして、左右それぞれの柱21に連結具51を取り付けた後、吊り上げた壁材11を柱21の上方に配置し、左右の柱21の間に壁材11を組み込んでいく。 Figure 2 shows the state in which the connector 51 is attached to the column 21 in the wall structure of Figure 1, and the process of attaching the connector 51 is illustrated in cross section at the bottom of the figure. As shown at the bottom of the figure, the connector 51 is placed upright on the side of the column 21, and its front plate 55 is brought into contact with the bottom of the accommodation hole 25. Then, a bolt 77 is inserted from the fixing hole 57 of the connector 51 toward the communication hole 27 of the column 21, a washer 76 is attached to the tip of the bolt 77 that has passed through the communication hole 27, and a nut 75 is screwed and tightened, so that the front plate 55 is in close contact with the bottom of the accommodation hole 25, the connector 51 is attached to the column 21, and the washer 76 and the nut 75 are embedded in the countersunk hole 26. Then, after the connectors 51 are attached to the left and right columns 21, the wall material 11 is placed above the column 21 and the wall material 11 is assembled between the left and right columns 21.

収容穴25は案内溝24よりも大きいため、連結具51の脚板54は案内溝24よりも外側に配置することができ、側板56についても同様である。その結果、柱21に連結具51を取り付けた際、連結具51の側板56の表裏両面のうち、裏面は柱21の案内溝24の側面と段差なく並ぶ。当然ながら左右二枚の側板56のいずれも、同様の配置となる。またボルト77の頭部は、案内溝24の底面よりの深い位置に埋め込まれる。そのため、壁材11の側端部を案内溝24に差し込んだ際も、連結具51やボルト77によって壁材11の移動が妨げられることはない。 Because the accommodation hole 25 is larger than the guide groove 24, the leg plate 54 of the connector 51 can be positioned outside the guide groove 24, and the same is true for the side plate 56. As a result, when the connector 51 is attached to the pillar 21, the back surface of the side plate 56 of the connector 51 is aligned without any step with the side surface of the guide groove 24 of the pillar 21. Naturally, both of the left and right side plates 56 are positioned in the same way. In addition, the head of the bolt 77 is embedded deeper than the bottom surface of the guide groove 24. Therefore, even when the side end of the wall material 11 is inserted into the guide groove 24, the movement of the wall material 11 is not hindered by the connector 51 or the bolt 77.

図3は、図2の後の状態を示し、図の上方は壁材11を組み込む途中段階で、図の下方は壁材11の組み込みを終えた段階である。連結具51の側板56は、案内溝24よりも外側に配置してある。そのためこの図の上方のように、壁材11の側端部を案内溝24に差し込み、壁材11を徐々に下降させる際、壁材11は二枚の側板56の間を通り抜けていく。なおこの時、側板56の裏面は壁材11と接触することもあるが、当然ながら壁材11の移動を妨げることはない。 Figure 3 shows the state after Figure 2, with the top of the figure showing the middle stage of assembling the wall material 11 and the bottom of the figure showing the stage after assembling the wall material 11 has been completed. The side plate 56 of the connector 51 is positioned outside the guide groove 24. Therefore, as shown in the top of this figure, when the side end of the wall material 11 is inserted into the guide groove 24 and the wall material 11 is gradually lowered, the wall material 11 passes between the two side plates 56. At this time, the back surface of the side plate 56 may come into contact with the wall material 11, but of course this does not prevent the movement of the wall material 11.

そしてこの図の下方のように、壁材11の組み込みを終えると、壁材11の上面は連結具51の下部に隣接しており、以降、連結具51を介して柱21に横架材31を取り付け、二本の柱21を連結する。なお横架材31の両端部にはスリット36を加工してあり、これに側板56を差し込み、横架材31の側穴38と連結具51のピン穴58を同心に揃えた後、側穴38から固定ピン78を差し込むと、横架材31の取り付けが完了する。この際、横架材31の底面中央の案内溝34には、壁材11の上端部が差し込まれる。 As shown in the lower part of this figure, once the wall material 11 has been assembled, its top surface is adjacent to the bottom of the connector 51. The cross member 31 is then attached to the pillar 21 via the connector 51, connecting the two pillars 21. Slits 36 are made at both ends of the cross member 31, into which the side panels 56 are inserted, and the side holes 38 of the cross member 31 and the pin holes 58 of the connector 51 are aligned concentrically. Then, the fixing pin 78 is inserted through the side holes 38, completing the installation of the cross member 31. At this time, the upper end of the wall material 11 is inserted into the guide groove 34 in the center of the bottom surface of the cross member 31.

図4は、図3の後、横架材31の取り付けを終え、壁面構造が完成した最終段階を示す。この図のように、柱21と横架材31との連結を終えると、土台41と柱21と横架材31によって格子状の枠組みが構築され、その内周部を壁材11で塞いでおり、枠組みの変形が抑え込まれる。なおこの状態において、壁材11の下端部は土台41の案内溝44に差し込まれ、壁材11の上端部は横架材31の案内溝34に差し込まれ、壁材11の側端部は柱21の案内溝24に差し込まれ、壁材11の外縁部全体が枠組みと強固に一体化する。そのため遮光性や気密性などに優れるほか、強度も向上する。しかも本発明では、壁材11の外縁に沿って釘類を打ち込むなど、手間の掛かる作業は不要である。 Figure 4 shows the final stage after Figure 3, where the installation of the cross member 31 is completed and the wall structure is completed. As shown in this figure, when the connection between the column 21 and the cross member 31 is completed, a lattice-shaped framework is constructed by the base 41, the column 21, and the cross member 31, and the inner periphery is blocked by the wall material 11, suppressing deformation of the framework. In this state, the lower end of the wall material 11 is inserted into the guide groove 44 of the base 41, the upper end of the wall material 11 is inserted into the guide groove 34 of the cross member 31, and the side end of the wall material 11 is inserted into the guide groove 24 of the column 21, and the entire outer edge of the wall material 11 is firmly integrated with the framework. Therefore, in addition to excellent light-shielding and airtightness, the strength is also improved. Moreover, with the present invention, there is no need for laborious work such as driving nails along the outer edge of the wall material 11.

図5は、図4の壁面構造を上下左右に拡張した場合を示す。柱21と横架材31で構成される格子状の枠組みは、柱21や横架材31を複数本配置することで、横方向にも上下方向にも拡張することができる。そのためこの図のように、柱21を三本以上配置するほか、上下に間隔を空けて複数本31の横架材31を配置し、柱21と横架材31などで構成される枠組み毎に壁材11を組み込むことも容易である。なお施工時は、まず柱21を土台41に据え付け、その後、下方の壁材11を組み込み、この壁材11の上に横架材31を取り付け、さらにこの横架材31の上に別の壁材11を組み込むことになる。 Figure 5 shows the case where the wall structure of Figure 4 is expanded vertically and horizontally. The lattice-like framework consisting of columns 21 and horizontal members 31 can be expanded horizontally and vertically by arranging multiple columns 21 and horizontal members 31. Therefore, as shown in this figure, in addition to arranging three or more columns 21, it is also easy to arrange multiple horizontal members 31 at intervals vertically and incorporate wall materials 11 into each framework consisting of columns 21 and horizontal members 31. During construction, the columns 21 are first installed on the base 41, then the lower wall material 11 is assembled, the horizontal member 31 is attached on top of this wall material 11, and another wall material 11 is assembled on top of this horizontal member 31.

図6は、壁材12の厚さを増大させた場合の壁面構造を示している。この図においても、柱21と連結具51は、先の図1と全く同じもので、壁材12の厚さだけが異なる。なおこの図の柱21の横断面は正方形であり、また壁材12の厚さは、柱21の横断面の一辺と等しく、二本の柱21の間に壁材12を組み込むと、双方は段差なく並ぶ。そして壁材12の側端面は単純な平面状ではなく、その中央に突出部14が形成されている。 Figure 6 shows the wall structure when the thickness of the wall material 12 is increased. In this figure, the pillars 21 and connectors 51 are exactly the same as in Figure 1, with only the thickness of the wall material 12 being different. Note that the cross section of the pillars 21 in this figure is square, and the thickness of the wall material 12 is equal to one side of the cross section of the pillars 21, so that when the wall material 12 is assembled between two pillars 21, they are lined up without any steps. Furthermore, the side end surface of the wall material 12 is not simply flat, but has a protrusion 14 formed in the center.

突出部14は、文字通り凸状に飛び出した部位で、これが壁材12の上下方向に伸びており、突出部14だけが柱21の案内溝24に差し込まれる。また壁材12を組み込む際、その移動を妨げないよう、壁材12の側端部にはスリット16を加工してある。スリット16は突出部14を挟み込むように形成され、スリット16の内部に連結具51の側板56が入り込むことで、壁材12が連結具51を通り抜け、最終的には連結具51の下方に壁材12を配置することができる。 The protrusion 14 is a part that literally protrudes in a convex shape and extends in the vertical direction of the wall material 12, and only the protrusion 14 is inserted into the guide groove 24 of the pillar 21. Also, a slit 16 is machined into the side end of the wall material 12 so as not to impede its movement when assembling it. The slit 16 is formed to sandwich the protrusion 14, and the side plate 56 of the connector 51 fits inside the slit 16, allowing the wall material 12 to pass through the connector 51, and ultimately the wall material 12 to be positioned below the connector 51.

この図のように、壁材12の厚さを増大させた場合、その素材として木材を用いると、重量の増大によって取り扱いが難しくなる。そこで木材ではなく、段ボールなどの中空状の素材を用いることもできる。なお段ボールの場合、波状の中芯を多数積層させて所定の厚さを確保するほか、必要に応じて不燃処理などを施す。 As shown in this figure, if the thickness of the wall material 12 is increased and wood is used as the material, the increased weight makes it difficult to handle. Therefore, instead of wood, a hollow material such as cardboard can be used. In the case of cardboard, a large number of corrugated cores are layered to ensure the required thickness, and it is also treated to be fireproof as necessary.

図7は、図6の壁面構造において、横架材31の取り付けを終えた最終段階を示す。壁材12の側端部にはスリット16を加工してあり、この中に連結具51の側板56が入り込むことができる。そのため柱21に連結具51を取り付けた後、二本の柱21の間に壁材12を組み込むことができ、その後に横架材31を取り付けると、土台41と柱21と横架材31の各側面は、壁材12の表裏面と段差なく並び、一つの大きな平面が形成される。この際、横架材31のスリット36と壁材12のスリット16は、その用途から段差なく上下に並ぶ。なおこの図の横架材31は、案内溝34を省略してあり、壁材12の上面と横架材31の底面が単純に接触している。 Figure 7 shows the final stage of the wall structure of Figure 6, after the installation of the cross member 31. The wall material 12 has a slit 16 at the side end, into which the side plate 56 of the connector 51 can fit. Therefore, after the connector 51 is attached to the pillar 21, the wall material 12 can be assembled between the two pillars 21. When the cross member 31 is then attached, the sides of the base 41, pillar 21, and cross member 31 are aligned with the front and back surfaces of the wall material 12 without any steps, forming one large flat surface. At this time, the slit 36 of the cross member 31 and the slit 16 of the wall material 12 are aligned vertically without any steps due to their intended use. Note that the cross member 31 in this figure does not have the guide groove 34, and the top surface of the wall material 12 and the bottom surface of the cross member 31 are simply in contact.

図8は、図6の壁面構造を一部改良し、壁材13が横架材31の機能を兼ね備えた場合を示す。壁材13の厚さを増大させることで強度も向上するため、壁材13自体が横架材31の機能を兼ね備えることが可能であり、この図のように横架材31を省略し、壁材13自体を柱21に取り付けることもできる。この場合、壁材13には、あらかじめ所定の位置に側穴18を加工しておく。そして、側穴18を連結具51のピン穴58などと同心に揃えた後、側穴18から固定ピン78を差し込むことで、連結具51を介して柱21に壁材13が取り付けられる。 Figure 8 shows a case where the wall structure of Figure 6 has been partially improved, with the wall material 13 also functioning as the cross member 31. Increasing the thickness of the wall material 13 also improves its strength, so that the wall material 13 itself can also function as the cross member 31, and it is also possible to omit the cross member 31 as shown in this figure and attach the wall material 13 itself to the pillar 21. In this case, side holes 18 are pre-machined in the wall material 13 at predetermined positions. Then, after aligning the side holes 18 concentrically with the pin holes 58 of the connector 51, the fixing pin 78 is inserted through the side holes 18, and the wall material 13 is attached to the pillar 21 via the connector 51.

図9は、本発明で用いる連結具52の形状例を示しており、ここでは前板55を一箇所だけとしている。このように前板55は、一個の連結具52で一箇所だけになることもあれば、複数が並ぶこともある。また側板56は、左右二枚とも同形状とするが、ピン穴58やピン溝59の配置や個数は、自在に決めることができる。ただし前板55と側板56が直に接触することはなく、その間に脚板54が介在する点は、これまでと同じである。そのため柱21に連結具52を取り付けると、その前板55と脚板54は収容穴25に埋め込まれ、側板56が柱21の側面に配置され、壁材11は二枚の側板56の間を通り抜けることができる。 Figure 9 shows an example of the shape of the connector 52 used in the present invention, where only one front plate 55 is used. In this way, the front plate 55 may be a single connector 52, or multiple connectors may be used. The side plates 56 are the same shape on both the left and right sides, but the arrangement and number of pin holes 58 and pin grooves 59 can be freely determined. However, the front plate 55 and the side plate 56 do not come into direct contact, and the leg plate 54 is interposed between them, as in the past. Therefore, when the connector 52 is attached to the pillar 21, the front plate 55 and the leg plate 54 are embedded in the accommodation hole 25, the side plate 56 is placed on the side of the pillar 21, and the wall material 11 can pass between the two side plates 56.

この図の連結具52の前板55の上部および下部には、当接板65を設けてある。当接板65は、二枚の側板56の間で円弧状に湾曲しており、これが収容穴25の内周面に接触することで、連結具52の変位を規制できる。さらに当接板65が収容穴25に接触することで、柱21と連結具52との間で垂直荷重を円滑に伝達することができ、ボルト77に作用する負荷が緩和される。また前板55の中心には、メネジ67を形成してある。そのためボルト77は、案内溝24の背後から連結具52に向けて差し込み、その先端部をメネジ67に螺合させて前板55を引き寄せ、柱21に連結具52を取り付ける。そのほかこの図の横架材31は、案内溝34を省略してあり、壁材11の上面と横架材31の底面が単純に接触することになる。 The upper and lower parts of the front plate 55 of the connector 52 in this figure are provided with abutment plates 65. The abutment plates 65 are curved in an arc between the two side plates 56, and when they come into contact with the inner circumferential surface of the accommodation hole 25, they can regulate the displacement of the connector 52. Furthermore, when the abutment plates 65 come into contact with the accommodation hole 25, the vertical load can be smoothly transmitted between the column 21 and the connector 52, and the load acting on the bolt 77 is alleviated. In addition, a female thread 67 is formed in the center of the front plate 55. Therefore, the bolt 77 is inserted from behind the guide groove 24 toward the connector 52, and its tip is screwed into the female thread 67 to pull the front plate 55 and attach the connector 52 to the column 21. In addition, the guide groove 34 is omitted from the cross member 31 in this figure, and the top surface of the wall material 11 and the bottom surface of the cross member 31 simply come into contact.

11 壁材(柱よりも薄いもの)
12 壁材(柱と同じ厚さのもの)
13 壁材(横架材の機能を兼ね備えたもの)
14 突出部
16 スリット
18 側穴
21 柱
24 案内溝
25 収容穴
26 ザグリ
27 連通穴
31 横架材
34 案内溝
36 スリット
38 側穴
41 土台
44 案内溝
51 連結具(前板が上下二箇所)
52 連結具(前板が一箇所)
54 脚板
55 前板
56 側板
57 固定穴
58 ピン穴
59 ピン溝
65 当接板
67 メネジ
75 ナット
76 ワッシャ
77 ボルト
78 固定ピン
11. Wall material (thinner than pillars)
12. Wall material (of the same thickness as the pillars)
13. Wall materials (also functioning as cross members)
14 Protrusion 16 Slit 18 Side hole 21 Pillar 24 Guide groove 25 Storage hole 26 Countersunk hole 27 Communication hole 31 Cross member 34 Guide groove 36 Slit 38 Side hole 41 Base 44 Guide groove 51 Connector (front plate has two locations, top and bottom)
52 Connector (one front panel)
54 Leg plate 55 Front plate 56 Side plate 57 Fixing hole 58 Pin hole 59 Pin groove 65 Contact plate 67 Female thread 75 Nut 76 Washer 77 Bolt 78 Fixing pin

Claims (3)

二本の柱(21)の間を塞ぐように壁材(11乃至13)を組み込み、さらに該壁材(11乃至13)の上部に横架材(31)を配置することで二本の該柱(21)を連結する壁面構造であって、
前記柱(21)の各側面のうち前記壁材(11乃至13)と接する面には、該壁材(11乃至13)の側端部を差し込むための案内溝(24)を形成してあり、
前記横架材(31)は連結具(51または52)を介して前記柱(21)に取り付けてあり、該連結具(51または52)は、その中央に位置する前板(55)と、該前板(55)に対して直交しており且つ該前板(55)の両側端部から突出する脚板(54)と、該脚板(54)の端部に接続しており且つ該脚板(54)と段差なく同方向に突出する側板(56)と、からなるコの字状であり、
前記柱(21)の各側面のうち前記案内溝(24)がある面には、前記前板(55)および前記脚板(54)を埋め込むため、該案内溝(24)の幅よりも大径の収容穴(25)を形成してあり、該前板(55)をボルト(77)で引き寄せることで前記連結具(51または52)を該柱(21)に取り付け、また該収容穴(25)の底面は、該案内溝(24)よりも深い位置にあり、
前記横架材(31)の端部には、前記側板(56)を差し込むため二列のスリット(36)を形成してあり、該スリット(36)と交差するように差し込む固定ピン(78)によって該横架材(31)を前記連結具(51または52)に取り付け、
前記柱(21)に前記連結具(51または52)を取り付けた状態において、前記前板(55)および前記ボルト(77)は、前記案内溝(24)の底面よりも深い位置に埋め込むほか、前記脚板(54)および前記側板(56)は、該案内溝(24)よりも外側に配置してあることを特徴とする壁面構造。
A wall structure in which wall materials (11 to 13) are assembled to fill the gap between two columns (21), and a cross member (31) is disposed on top of the wall materials (11 to 13) to connect the two columns (21),
A guide groove (24) into which the side end of the wall material (11 to 13) is inserted is formed on each side surface of the pillar (21) that contacts the wall material (11 to 13),
The cross member (31) is attached to the column (21) via a connector (51 or 52), and the connector (51 or 52) is U-shaped and includes a front plate (55) located at the center, leg plates (54) perpendicular to the front plate (55) and protruding from both side ends of the front plate (55), and side plates (56) connected to the ends of the leg plate (54) and protruding in the same direction as the leg plate (54) without any step.
Among the sides of the pillar (21), the side on which the guide groove (24) is formed has an accommodation hole (25) with a diameter larger than the width of the guide groove (24) in order to embed the front plate (55) and the leg plate (54). The front plate (55) is pulled in by a bolt (77) to attach the connector (51 or 52) to the pillar (21). The bottom of the accommodation hole (25) is located deeper than the guide groove (24).
Two rows of slits (36) are formed at the end of the cross member (31) to insert the side plate (56), and the cross member (31) is attached to the connector (51 or 52) by a fixing pin (78) that is inserted so as to cross the slits (36).
A wall structure characterized in that, when the connecting device (51 or 52) is attached to the pillar (21), the front plate (55) and the bolt (77) are embedded at a position deeper than the bottom surface of the guide groove (24), and the leg plate (54) and the side plate (56) are positioned outside the guide groove (24).
前記壁材(12または13)の厚さは、前記案内溝(24)の幅よりも大きく、該壁材(12または13)の側端面中央には、該案内溝(24)に差し込む突出部(14)を形成してあり、該突出部(14)よりも外側には、前記側板(56)を通すためのスリット(16)を形成してあることを特徴とする請求項1記載の壁面構造。 The wall structure according to claim 1, characterized in that the thickness of the wall material (12 or 13) is greater than the width of the guide groove (24), a protrusion (14) is formed in the center of the side end face of the wall material (12 or 13) to be inserted into the guide groove (24), and a slit (16) is formed outside the protrusion (14) to pass the side plate (56). 前記壁材(13)に前記固定ピン(78)を差し込むことで二本の前記柱(21)を連結することを特徴とする請求項2記載の壁面構造。 The wall structure according to claim 2, characterized in that the two columns (21) are connected by inserting the fixing pin (78) into the wall material (13).
JP2020139000A 2020-08-19 2020-08-19 Wall structure Active JP7489261B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2020139000A JP7489261B2 (en) 2020-08-19 2020-08-19 Wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020139000A JP7489261B2 (en) 2020-08-19 2020-08-19 Wall structure

Publications (2)

Publication Number Publication Date
JP2022035003A JP2022035003A (en) 2022-03-04
JP7489261B2 true JP7489261B2 (en) 2024-05-23

Family

ID=80443265

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020139000A Active JP7489261B2 (en) 2020-08-19 2020-08-19 Wall structure

Country Status (1)

Country Link
JP (1) JP7489261B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003176585A (en) 2001-06-15 2003-06-24 Deguchi Kensetsu:Kk Wall structure of wooden building
JP2017089142A (en) 2015-11-04 2017-05-25 株式会社日建ハウジングシステム Space partition device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003176585A (en) 2001-06-15 2003-06-24 Deguchi Kensetsu:Kk Wall structure of wooden building
JP2017089142A (en) 2015-11-04 2017-05-25 株式会社日建ハウジングシステム Space partition device

Also Published As

Publication number Publication date
JP2022035003A (en) 2022-03-04

Similar Documents

Publication Publication Date Title
KR102334938B1 (en) Connection system and method for prefabricated volumetric construction modules
JP4095946B2 (en) Joint structure of wood members
JP2007239388A (en) Fitting for constructing dome and dome construction method
TWI789366B (en) Joining methods for joining metal materials and plates
JPH09256738A (en) Earthquake resisting frame for opening in wooden structure
JP7489261B2 (en) Wall structure
JP5396663B2 (en) Building material connection structure
JP4853422B2 (en) Gate frame with connection of composite beams and wooden columns
JP2009102940A (en) Earthquake-resisting wall
JP5641456B2 (en) Building material connection structure
JP2009155870A (en) Reinforcing structure
JP5042796B2 (en) Independent pillar for steel house, steel house using the same, and panel method
JP6895080B2 (en) Floor structure and its construction method
JP7510272B2 (en) Wall structure and construction method of wall structure
KR102505970B1 (en) Rectangular pipe connector for lightweight steel structure and rectangular pipe connection method
JP6339150B2 (en) Method for reinforcing wooden building components
JP2007154480A (en) Beam-column structure
CN219430999U (en) Connecting node structure of assembled frame concrete building
JP6777795B1 (en) Building materials using CLT panels
KR20130112134A (en) Prefab building square pipe with firmess and simple assembling means
JP5650383B2 (en) Multistage braided joint shaft
JP2024073617A (en) Wall structure and construction method of wall structure
JP7371824B2 (en) Building load-bearing wall structure and building load-bearing wall construction method
JP5385098B2 (en) Building structural components
JP2019065640A (en) Jig tool and laminated beam structure and construction method of laminated beam structure

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20210804

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A712

Effective date: 20230518

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20230530

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20230518

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20240305

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20240313

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20240404

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: 20240423

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20240513

R150 Certificate of patent or registration of utility model

Ref document number: 7489261

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150