JP6360790B2 - Plane structure of wooden construction and its construction method - Google Patents

Plane structure of wooden construction and its construction method Download PDF

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JP6360790B2
JP6360790B2 JP2014258651A JP2014258651A JP6360790B2 JP 6360790 B2 JP6360790 B2 JP 6360790B2 JP 2014258651 A JP2014258651 A JP 2014258651A JP 2014258651 A JP2014258651 A JP 2014258651A JP 6360790 B2 JP6360790 B2 JP 6360790B2
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plate
frame members
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sliding
vertical frame
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JP2016118059A (en
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修 坂井
修 坂井
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修 坂井
修 坂井
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本発明は、所謂板倉造りを採った木造建築の面構造及びその構築方法に関する。   The present invention relates to a surface structure of a wooden building employing a so-called Itakura structure and a method for constructing the same.

従来、在来工法における木造建築を構成する面構造として、一対の柱の間に板を挟み込む板倉造りという工法が用いられている。この工法は、一対の柱の相対向する面に板の両側縁が嵌る溝を形成し、柱の端部から順次必要な枚数だけ落し込み、両柱の間を封じるものである。
かかる工法によって形成された面構造は、それを構成する各部材が組み上がった後にあっても個々独立しており、面構造一体としての強度が与えられていないという問題があった。
Conventionally, as a surface structure that constitutes a wooden structure in the conventional construction method, a construction method called Itakura construction in which a plate is sandwiched between a pair of pillars is used. In this construction method, grooves in which both side edges of the plate are fitted are formed on opposite surfaces of a pair of columns, and a necessary number of pieces are sequentially dropped from the end portions of the columns to seal between the two columns.
The surface structure formed by such a method is independent even after each member constituting it is assembled, and there is a problem that the strength as an integral surface structure is not given.

そこで、本願発明者は、特許文献1に示すように、締結部材により各部材を一体化することによって、構造物の保形強度及び一体性を向上させたものを提案している。   Therefore, as shown in Patent Document 1, the inventor of the present application has proposed a structure in which the shape retention strength and the integrity of the structure are improved by integrating the members with fastening members.

特開2012−172432号公報JP 2012-172432 A

しかし、上記特許文献1に示す従来の工法では、閉じ板の上側の滑り板と下側の滑り板がそれぞれ一体に締結されているが、上下の滑り板が閉じ板で分断された構造となっていた。よって、閉じ板の上下の滑り板を一体に締結することで、より強度を高める余地があった。   However, in the conventional method shown in Patent Document 1, the upper and lower sliding plates of the closing plate are integrally fastened, but the upper and lower sliding plates are separated by the closing plate. It was. Therefore, there is a room for further increasing the strength by integrally fastening the upper and lower sliding plates of the closing plate.

本発明は上記実情に鑑みてなされたものであって、板倉造りを採用した面構造一体としてより高い強度を備えた木造建築の面構造及びその構築方法の提供を目的とする。   This invention is made | formed in view of the said situation, Comprising: It aims at provision of the surface structure of the wooden building provided with higher intensity | strength as a surface structure integrated which adopted the itakura structure, and its construction method.

上記課題を解決すべくなされた本発明による木造建築の面構造は、躯体骨組みとして平行に隣接配置した一対の横枠材、及び当該横枠材と組み合って平行に隣接配置した一対の縦枠材、並びに当該縦枠材の間を封じる複数の滑り板、及び当該滑り板を各々定位置に閉じ込む閉じ板、並びに滑り板及び閉じ板を横枠材に締結する締結部材、並びに滑り板及び閉じ板の見付面に固定する補強板からなり、両縦枠材は、相対向する面に滑り板の両側部を保持する溝を備えると共に、両縦枠材の中間部に滑り板の両側部を溝に導く切欠部を備え、各滑り板は、各々の両側部に両縦枠材の溝と継ぎ合わさるホゾを備えると共に、各々の縦寸法を共通位置で貫通する通し孔を備え、閉じ板は、その両端部が両縦枠材の切欠部に嵌まって滑り板を移動及び脱出不能とするものであって、縦寸法を貫通する通し孔を備え、滑り板の通し孔と閉じ板の通し孔とは連通するものであり、滑り板及び/又は閉じ板は、前記通し孔に挿通した締結部材で、一方の横枠材と他方の横枠材にそれぞれ締結してあって、一方の横枠材に締結される締結部材と、他方の横枠材に締結される締結部材が、両横枠材の中間部で水平方向に重なっており、補強板は、横枠材と縦枠材の内寸に略等しい大きさであって、全ての滑り板及び閉じ板の見付面に固定するものであることを特徴とする。   The surface structure of the wooden building according to the present invention to solve the above problems includes a pair of horizontal frame members arranged in parallel and adjacent to each other as a frame structure, and a pair of vertical frame members arranged in parallel and adjacent to the horizontal frame members. , And a plurality of sliding plates for sealing between the vertical frame members, a closing plate for closing the sliding plates in place, a fastening member for fastening the sliding plate and the closing plate to the horizontal frame member, and the sliding plate and the closing plate It consists of a reinforcing plate that is fixed to the surface of the plate, and both vertical frame members are provided with grooves for holding both sides of the sliding plate on opposite surfaces, and both sides of the sliding plate in the middle of both vertical frame members Each sliding plate is provided with a tenon that joins the grooves of both vertical frame members on each side, and has a through hole that penetrates each vertical dimension at a common position. The both ends are fitted in the notches of both vertical frame members to move and remove the sliding plate. A through hole penetrating the vertical dimension, the through hole of the sliding plate and the through hole of the closing plate communicate with each other, and the sliding plate and / or the closing plate are connected to the through hole. The fastening member inserted is fastened to one horizontal frame member and the other horizontal frame member, and the fastening member fastened to one horizontal frame member and the fastening member fastened to the other horizontal frame member are The horizontal plate overlaps in the horizontal direction between the two horizontal frame members, and the reinforcing plate is substantially equal in size to the inner dimensions of the horizontal frame member and the vertical frame member, and all the sliding plates and closing plates are found. It is a thing fixed to.

なお、横枠材及び閉じ板、並びにそれらに挟まれて横枠材に定着された滑り板からなる閉鎖面は、平行に隣接配置された一対の縦枠材について上下に二つ設けても良い。
また、締結部材は、ボルト、鉄芯、ワイヤ等、滑り板等を一体化できる部材であれば良い。
In addition, the closing surface which consists of a horizontal frame material, a closing board, and the sliding board pinched | interposed into the horizontal frame material between them may provide two upper and lower sides about a pair of vertical frame material arrange | positioned adjacently in parallel. .
The fastening member may be a member that can integrate a sliding plate or the like, such as a bolt, an iron core, or a wire.

上記課題を解決すべくなされた本発明による木造建築の面構造の構築方法は、躯体骨組みとして平行に隣接配置した一対の横枠材、及び当該横枠材と組み合って平行に隣接配置した一対の縦枠材、並びに当該縦枠材の間を封じる複数の滑り板、及び当該滑り板を各々定位置に閉じ込む閉じ板、並びに滑り板及び閉じ板を横枠材に締結する締結部材、並びに滑り板及び閉じ板の見付面に固定する補強板からなり、両縦枠材は、相対向する面に滑り板の両側部を保持する溝を備えると共に、両縦枠材の中間部に滑り板の両側部を溝に導く切欠部を備え、各滑り板は、各々の両側部に両縦枠材の溝と継ぎ合わさるホゾを備えると共に、各々の縦寸法を共通位置で貫通する通し孔を備え、閉じ板は、その両端部が両縦枠材の切欠部に嵌まって滑り板を移動及び脱出不能とするものであって、縦寸法を貫通する通し孔を備え、滑り板の通し孔と閉じ板の通し孔とは連通するものであり、滑り板及び/又は閉じ板は、前記通し孔に挿通した締結部材で、一方の横枠材と他方の横枠材にそれぞれ締結してあって、一方の横枠材に締結される締結部材と、他方の横枠材に締結される締結部材が、両横枠材の中間部で水平方向に重なっており、補強板は、横枠材と縦枠材の内寸に略等しい大きさであって、全ての滑り板及び閉じ板の見付面に固定する木造建築の面構造の構築方法であって、両縦枠材の溝へ滑り板のホゾを切欠部から導入し両縦枠材に滑り板を装着する継ぎ入れ工程と、両縦枠材の切欠部に閉じ板の両端部を嵌め入れて固定し滑り板を脱出不能とする閉じ込み工程と、滑り板と閉じ板を締結部材により横枠材に締結する締結工程と、滑り板及び閉じ板の見付面に補強板を固定する補強工程を経ることを特徴とする。   The construction method of the surface structure of a wooden building according to the present invention, which has been made to solve the above problems, includes a pair of horizontal frame members arranged in parallel and adjacent to each other as a frame structure, and a pair of adjacent frame members arranged in parallel in combination with the horizontal frame material Vertical frame member, a plurality of sliding plates for sealing between the vertical frame members, a closing plate for closing the sliding plate in a fixed position, a fastening member for fastening the sliding plate and the closing plate to the horizontal frame member, and sliding It consists of a reinforcing plate that is fixed to the locating surface of the plate and the closing plate, and both vertical frame members are provided with grooves for holding both sides of the sliding plate on opposite surfaces, and a sliding plate in the middle part of both vertical frame members The sliding plates are provided with notches that guide the both sides of the frame to the groove, and each sliding plate has a tenon that joins the grooves of both vertical frame members on both sides and a through hole that penetrates each vertical dimension at a common position. The closing plate has both ends fitted into the notches of both vertical frame members, A through hole penetrating the vertical dimension, the through hole of the sliding plate and the through hole of the closing plate communicate with each other, and the sliding plate and / or the closing plate are A fastening member inserted through a through hole, which is fastened to one horizontal frame member and the other horizontal frame member, and fastened to one horizontal frame member and the other horizontal frame member. The fastening member is overlapped in the horizontal direction at the middle part of both horizontal frame members, and the reinforcing plate is substantially the same size as the inner dimensions of the horizontal frame member and the vertical frame member, and all the sliding plates and closing plates are It is a construction method of a surface structure of a wooden building that is fixed to a facing surface, and a step of introducing a sliding plate from the notch into the grooves of both vertical frame members and attaching the sliding plates to both vertical frame members; A closing process in which both ends of the closing plate are fitted and fixed in the notches of both vertical frame members to make the sliding plate impossible to escape, and the sliding plate and the closing plate are A fastening step for fastening the horizontal frame member via imaging member, characterized in that through the reinforcement process of fixing the reinforcing plate to locate surface of the sliding plate and a closed plate.

本発明による木造建築の面構造によれば、滑り板と閉じ板が、締結部材により両横枠材にそれぞれ締結されており、一方の横枠材に締結される締結部材と他方の横枠材に締結される締結部材が、両横枠材の中間部で水平方向に重なっているので、両横枠材と、全ての滑り板及び閉じ板が一体に締結され、構造全体として高い強度を備えている。そして、補強板を全ての滑り板と閉じ板に固定してあるので、さらに強度が高められている。   According to the surface structure of the wooden building according to the present invention, the sliding plate and the closing plate are respectively fastened to the both lateral frame members by the fastening members, and the fastening member fastened to one of the horizontal frame members and the other horizontal frame material. Since the fastening members fastened to each other overlap in the horizontal direction at the middle part of both lateral frame members, both the lateral frame members, all the sliding plates and the closing plate are fastened together, and the structure as a whole has high strength. ing. And since the reinforcement board is being fixed to all the sliding boards and the closing board, intensity | strength is raised further.

木造建築の面構造の正面図である。It is a front view of the surface structure of wooden construction. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 木造建築の面構造の構築方法の工程例を示す縦断面図である。It is a longitudinal cross-sectional view which shows the process example of the construction method of the surface structure of wooden construction. 羽目板(滑り板)の部分拡大図である。It is the elements on larger scale of a siding board (sliding board). 木造建築の面構造の適用例を示す横断面図である。It is a cross-sectional view which shows the example of application of the surface structure of wooden construction.

以下、本発明による木造建築の面構造及びその構築方法を図面に基づき詳細に説明する。
木造建築における躯体骨組みのいずれを横枠材1a,1bや縦枠材2に設定するかによって、面構造及びその構成要素の用途(壁、床、天井等)やそれらに求められる性質が異なってくる。
Hereinafter, a surface structure of a wooden building and a construction method thereof according to the present invention will be described in detail with reference to the drawings.
Depending on which of the frame structures in wooden construction is set to the horizontal frame material 1a, 1b or the vertical frame material 2, the use of the surface structure and its components (wall, floor, ceiling, etc.) and the properties required for them differ. come.

図1及び図2は、壁構造として構築した実施例を示したものである。
この例は、躯体骨組みとして平行に隣接配置した梁1a及び敷居1b(一対の横枠材)、これらと直角に組み合わせて平行に隣接配置した一対の柱(縦枠材)2、両柱2の間を封じる複数の羽目板(滑り板)3、当該羽目板3を柱2の溝4から脱出不能に各々定位置に閉じ込む閉じ板8、並びに梁1a、閉じ板8及び閉じ板8の上下の羽目板3を一体に締結する締結部材9a,9b、並びに羽目板3及び閉じ板8の見付面に固定する補強板15で構成される(図1は補強板15を透過して図示している)。
1 and 2 show an embodiment constructed as a wall structure.
In this example, a beam 1a and a sill 1b (a pair of horizontal frame members) arranged adjacent to each other in parallel as a skeleton frame, a pair of columns (vertical frame members) 2 arranged adjacent to each other in parallel at right angles, and both columns 2 A plurality of siding plates (sliding plates) 3 for sealing between them, a closing plate 8 for closing the siding plate 3 from the groove 4 of the column 2 in a fixed position, and a siding plate above and below the beam 1a, the closing plate 8 and the closing plate 8 3 is composed of fastening members 9a and 9b that integrally fasten 3 and a reinforcing plate 15 that is fixed to the siding surface of the siding plate 3 and the closing plate 8 (FIG. 1 is shown through the reinforcing plate 15).

本実施例の一対の柱2は、各々同じ長さであって、各柱2の両端部はその端面から突出した組みホゾXを備える。各柱2の組みホゾXは、各々梁1aの下面と敷居1bの上面に等しい間隔を隔てて設けたホゾ穴Yと組み合って、長方形状の開口部を備えた枠(横枠材1a,1bと縦枠材2)を構成する。なお、この例では、さらにボルト10を併用して補強している。   The pair of pillars 2 of the present embodiment have the same length, and both ends of each pillar 2 are provided with a pair of protrusions X protruding from the end surfaces. A combination of the pillars 2 of the pillars 2 is combined with a hollow hole Y provided at equal intervals on the lower surface of the beam 1a and the upper surface of the sill 1b, respectively, and is provided with a frame (horizontal frame material 1a, 1b) having a rectangular opening. And the vertical frame member 2). In this example, the bolt 10 is further used for reinforcement.

両柱2は、相対向する側面に羽目板3の両側部を保持する溝4を備えると共に、その中間部の同位置に羽目板3の両側部を溝4に導く切欠部5を左右各々対として備える。当該左右一対の切欠部5は、各々羽目板3を両柱2に装着するための出入口Zとなる。
一方、両柱2の間を封じる各羽目板3は、各々の両側部に両柱2の溝4と継ぎ合わさるホゾ6を備えると共に、各々の縦寸法全域を共通位置で貫通する通し孔7を備える。通し孔7は、等間隔に13本並んで形成してある。
ここで、溝4は、開口側の溝幅を奥側よりも狭く設定したアリ溝としてあり、ホゾ6は、当該アリ溝に嵌まる先端側の幅が基部側の幅よりも広く設定したアリホゾとしてあって、溝4とホゾ6が継ぎ合わさってアリ継ぎとなる。
そして、当該ホゾ6と溝4との継ぎ合いが緊密になる程、溝4におけるホゾ6の滑りが困難となるので、必要に応じて、前記出入口Zを適宜散設する構成とすることもできる。
Both pillars 2 are provided with grooves 4 for holding both side portions of the siding plate 3 on the opposite side surfaces, and with notches 5 as left and right pairs at the same position in the middle of the pillars 2 to guide the both side portions of the siding plate 3 to the groove 4. . The pair of left and right cutouts 5 serve as an entrance / exit Z for mounting the siding plate 3 to both pillars 2.
On the other hand, each siding plate 3 that seals between the two pillars 2 is provided with a tenon 6 that joins the grooves 4 of the two pillars 2 on both sides, and a through hole 7 that penetrates the entire longitudinal dimension at a common position. . Thirteen through holes 7 are formed at equal intervals.
Here, the groove 4 is a dovetail groove in which the groove width on the opening side is set narrower than the back side, and the tenon 6 is an anthozo in which the width on the front end side that fits in the dovetail groove is set wider than the width on the base side. As a result, the groove 4 and the ridge 6 are joined together to form an ant joint.
The closer the joint between the tenon 6 and the groove 4 is, the more difficult the slip of the tenon 6 in the groove 4 is. Therefore, if necessary, the entrance / exit Z may be appropriately scattered. .

両柱2の切欠部5を経て、羽目板3のホゾ6を両柱2の溝4に抵触無く導入し得る様にするには、当該切欠部5の縦幅は、両柱2に装着する羽目板3の終端を始点として、当該羽目板3の縦寸法と略等しくなる様に設定し、その奥行き及び横幅は、羽目板3を導入する側の両柱(両縦枠材)2の表面又は裏面から、少なくとも各柱2に設けた溝4に導入する位置(羽目板3のホゾ6が両柱2の溝4の滑り軌道又はその延長線上に存在することとなる位置)に当該羽目板3が収まる深さ及び幅に設定する。
なお、羽目板3のホゾ6を滞りなく両柱2の溝4に導入する点では、上記いずれの寸法にあっても、羽目板3が緊密に嵌まる寸法より僅かに大きくすることが望ましい。
In order to allow the tenon 6 of the siding plate 3 to be introduced into the grooves 4 of both the pillars 2 through the notches 5 of both pillars 2 without conflicting, the longitudinal width of the notched parts 5 is a siding plate to be attached to both pillars 2. 3 is set to be substantially equal to the vertical dimension of the siding plate 3, starting from the end of the slab 3. The depth and width are determined from the front or back surface of both columns (both vertical frame members) 2 on the side where the siding plate 3 is introduced. The depth at which the siding plate 3 is accommodated at least at a position where it is introduced into the groove 4 provided in each column 2 (a position where the hoses 6 of the siding plate 3 are present on the sliding track of the grooves 4 of the two columns 2 or its extension line); Set to width.
In addition, in order to introduce the ridge 6 of the siding plate 3 into the grooves 4 of the two pillars 2 without any delay, it is desirable that the size is slightly larger than the size in which the siding plate 3 fits tightly in any of the above dimensions.

本実施例では、出入口Zの上側に一枚の羽目板3を配置し、出入口Zの下側に四枚の羽目板3を配置する。すなわち、図3(a)に示すように、羽目板3を出入口Zから嵌め込み、羽目板3のホゾ6を各柱2の溝4に挿入して、上下に滑らせる。全ての羽目板3を取り付けたら、図3(b)に示すように、出入口Zに羽目板3と略同形態の閉じ板8を嵌め込み、羽目板3を脱出不能に閉じ込む。この際、出入口Zの存在が目立たぬ様に、閉じ板8の両端及び表面に羽目板3と同様の加工を施す等しても良い。
なお、閉じ板8は、縦寸法を貫通する通し孔16を備えており、通し孔16は、等間隔に13本並んで形成してあって、羽目板3の通し孔7と連通している。また、閉じ板8は羽目板3そのもの、又は羽目板3と略同形態でもよいし、上下かまち等として機能する例えば肉厚な異なる形態としても良い。
In the present embodiment, one siding plate 3 is arranged above the entrance / exit Z, and four siding plates 3 are arranged below the entrance / exit Z. That is, as shown in FIG. 3 (a), the siding plate 3 is fitted from the entrance / exit Z, and the tenon 6 of the siding plate 3 is inserted into the groove 4 of each column 2 and slid up and down. When all the siding plates 3 are attached, as shown in FIG. 3B, a closing plate 8 having substantially the same shape as the siding plate 3 is fitted into the entrance / exit Z, and the siding plate 3 is closed so that it cannot escape. At this time, the same processing as that of the siding plate 3 may be performed on both ends and the surface of the closing plate 8 so that the existence of the entrance / exit Z is not conspicuous.
The closing plate 8 is provided with through holes 16 penetrating in the vertical dimension, and the thirteen through holes 16 are formed side by side at equal intervals and communicate with the through holes 7 of the siding plate 3. Further, the closing plate 8 may have the same shape as the siding plate 3 itself or the siding plate 3, or may have, for example, a thick and different shape that functions as an upper and lower stile.

梁1a及び敷居1bは、両柱2の間を封じる羽目板3の通し孔7及び閉じ板8の通し孔16の延長線上に、各々貫通孔11a,11bを備える。ただし、梁1aには、羽目板3及び閉じ板8の通し孔7,16に対して1つ置きに6つの貫通孔11aを形成してあり、敷居1bには、梁1aの貫通孔11aとはずらして、羽目板3及び閉じ板8の通し孔7,16に対して1つ置きに7つの貫通孔11bを形成してある。
そして、図1及び図3(c)に示すように、梁1aの各貫通孔11aから、締結部材9aとして、ボルト91aを挿入する。ボルト91aは、閉じ板8の上側の羽目板3の通し孔7、閉じ板8の通し孔16、及び閉じ板8の下側の3枚の羽目板3の通し孔7を貫通して、下から2枚目の羽目板3の下端まで到達する。この羽目板3の下端部には、図4に示すように、ナット92aを係止するための係止溝19を形成してある。係止溝19は、見込方向に貫通する断面コ字形のものであって、ボルト91aの位置に合わせて、6つ設けてある。各係止溝19内にナット92aを挿入し、それぞれボルト91aと螺合させることで、梁1a、閉じ板8の上側の羽目板3、閉じ板8及び閉じ板8の下側の3枚の羽目板3を一体に締結する。
また、敷居1bの各貫通孔11bから、締結部材9bとして、ボルト91bを挿入する。ボルト91bは、閉じ板8の下側の4枚の羽目板3の通し孔7を貫通して、下から4枚目の羽目板3の上端まで到達する。この羽目板3の上端部には、下から2枚目の羽目板3の下端部と同様に、係止溝19を形成してある。係止溝19は、ボルト91bの位置に合わせて、7つ設けてある。各係止溝19内にナット92bを挿入し、それぞれボルト91bと螺合させることで、敷居1b及び閉じ板8の下側の4枚の羽目板3を一体に締結する。
このように、上側と下側のそれぞれから締結部材9a,9bを挿入してあり、上側から挿入した締結部材9aと下側から挿入した締結部材9bが、梁1aと敷居1bの中間部で水平方向に重なっているので、梁1aと敷居1b及びその間の羽目板3と閉じ板8の全体が一体となる。
The beam 1a and the sill 1b are provided with through holes 11a and 11b, respectively, on the extension lines of the through hole 7 of the siding plate 3 and the through hole 16 of the closing plate 8 that seal between the two columns 2. However, in the beam 1a, six through holes 11a are formed alternately for the through-holes 7 and 16 of the siding plate 3 and the closing plate 8, and the sill 1b has the through holes 11a of the beam 1a. The seven through holes 11b are formed alternately with respect to the through holes 7 and 16 of the siding plate 3 and the closing plate 8 by being shifted.
And as shown in FIG.1 and FIG.3 (c), the volt | bolt 91a is inserted as the fastening member 9a from each through-hole 11a of the beam 1a. The bolt 91a passes through the through-hole 7 of the siding plate 3 on the upper side of the closing plate 8, the through-hole 16 of the closing plate 8, and the through-holes 7 of the three siding plates 3 on the lower side of the closing plate 8, and from the bottom 2 The lower end of the first panel 3 is reached. As shown in FIG. 4, a locking groove 19 for locking the nut 92a is formed at the lower end of the siding plate 3. The locking groove 19 has a U-shaped cross section penetrating in the expected direction, and six locking grooves 19 are provided in accordance with the position of the bolt 91a. Nuts 92a are inserted into the respective locking grooves 19 and screwed into the respective bolts 91a, whereby the beam 1a, the siding plate 3 above the closing plate 8, the closing plate 8 and the three siding plates below the closing plate 8 3 is fastened together.
Moreover, the bolt 91b is inserted as the fastening member 9b from each through-hole 11b of the sill 1b. The bolt 91 b passes through the through holes 7 of the four siding plates 3 on the lower side of the closing plate 8 and reaches the upper end of the fourth siding plate 3 from the bottom. A locking groove 19 is formed at the upper end of the siding plate 3 in the same manner as the lower end of the second siding plate 3 from the bottom. Seven locking grooves 19 are provided in accordance with the position of the bolt 91b. The nuts 92b are inserted into the respective locking grooves 19 and screwed into the respective bolts 91b, thereby fastening the sill 1b and the four siding plates 3 below the closing plate 8 together.
In this way, the fastening members 9a and 9b are inserted from the upper side and the lower side, respectively, and the fastening member 9a inserted from the upper side and the fastening member 9b inserted from the lower side are horizontal at the intermediate portion between the beam 1a and the sill 1b. Since they overlap in the direction, the beam 1a and the sill 1b and the siding plate 3 and the closing plate 8 between them are integrated.

さらに、図1、図2及び図3(d)に示すように、このようにして一体に締結した羽目板3及び閉じ板8の表裏の両見付面に、それぞれ補強板15を固定する。補強板15は、上下の梁1aと敷居1b及び左右の柱2の内寸に略等しい矩形板状のものであって、2枚の補強板15で羽目板3及び閉じ板8を挟み込み、ボルト20で全ての羽目板3及び閉じ板8に固定する。   Further, as shown in FIGS. 1, 2, and 3 (d), the reinforcing plates 15 are respectively fixed to both the front and back finding surfaces of the siding plate 3 and the closing plate 8 fastened together as described above. The reinforcing plate 15 has a rectangular plate shape substantially equal to the inner dimensions of the upper and lower beams 1 a and the sill 1 b and the left and right pillars 2. The siding plate 3 and the closing plate 8 are sandwiched between the two reinforcing plates 15, and the bolt 20 To all the siding plates 3 and closing plates 8.

本発明による木造建築の面構造は、上記の如く、両柱2の溝4へ羽目板3のホゾ6を切欠部5から導入し両柱2の間に羽目板3を装着する継ぎ入れ工程と、羽目板3が装着された残余の開口部たる出入口Zに閉じ板8を嵌め入れて固定する閉じ込み工程と、両柱2に継ぎ入れた複数の羽目板3や閉じ板8と梁1a又は敷居1bとを、ボルト91a,91bとナット92a,92bからなる締結部材9a,9bで締結する締結工程とを順次経て、羽目板3及び閉じ板8の見付面に補強板15を固定する補強工程を経ることによって構築する。なお、より高い一体化を得るために、継ぎ入れ工程は、溝4とホゾ6の間に接着剤を供給しつつ行う手法を採ってもよい。   As described above, the surface structure of the wooden building according to the present invention includes a joining step of introducing the tenon 6 of the siding plate 3 into the groove 4 of the two pillars 2 from the notch 5 and mounting the siding plate 3 between the two pillars 2, and the siding plate. A closing process for fitting and fixing the closing plate 8 to the entrance / exit Z, which is the remaining opening portion to which 3 is mounted, and a plurality of siding plates 3 and closing plates 8 joined to both pillars 2 and the beam 1a or the sill 1b. The bolts 91a and 91b and the fastening members 9a and 9b composed of the nuts 92a and 92b are sequentially followed by the fastening step, and the reinforcing plate 15 and the closing plate 8 are fixed through the reinforcing step. To construct. In order to obtain higher integration, the joining process may be performed while supplying an adhesive between the groove 4 and the side 6.

このように構成した本発明の木造建築の面構造によれば、羽目板3と閉じ板8が、締結部材9a,9bにより上下の梁1a及び敷居1bにそれぞれ締結されており、梁1aに締結される締結部材9aと敷居1bに締結される締結部材9bが、梁1aと敷居1bの中間部で水平方向に重なっているので、梁1a及び敷居1bと、全ての羽目板3及び閉じ板8が一体に締結され、構造全体として高い強度を備えている。そして、2枚の補強板15で羽目板3と閉じ板8を挟み込み、補強板15を全ての羽目板3と閉じ板8に固定してあるので、さらに強度が高められている。
また、柱2の溝4と羽目板3のホゾ6に、一般的なアリ加工を採用しているので、構造物の保形強度及び一体性が向上し耐震強度も高まることとなる。アリ加工は、開口側に比べて奥側(底側)が広がっている形状であるため、羽目板3の抜けに対して強い耐力を有する加工であると共に、柱2間の寸法保持の点でも高い強度を有する加工法である。当該工法によって得られる強度により、羽目板3の反りが生じ始めてもアリ継ぎが成された両側方より引き止められるため、反りを排した見栄えよい面構造を得ることが可能となる。そして、このようなホゾ継ぎと併せて締結部材9a,9bにより各部材を一体化することによって、前記種々の強度がより一層高まり、見栄え維持の面でもその効能を高めることとなる。
さらに、施工面においては、柱2の溝4に羽目板3のホゾ6を導入できる切欠部5を柱2の中間部に設定することにより、溝4でホゾ6を滑らせる距離を短縮することができるので、ぐらつかない程度の緊密性を維持しつつ柱2と羽目板3とのアリ継ぎによる連結を行うことが可能となる。また、保守面にあっても、柱2を取り外すことなく羽目板3の交換等が可能となり、長期に亘って良好な強度を維持できるという効果もある。
According to the surface structure of the wooden structure of the present invention thus configured, the siding plate 3 and the closing plate 8 are fastened to the upper and lower beams 1a and 1b by the fastening members 9a and 9b, respectively, and fastened to the beam 1a. Since the fastening member 9b fastened to the sill 1b overlaps in the horizontal direction at the intermediate portion between the beam 1a and the sill 1b, the beam 1a and sill 1b, all the siding plates 3 and the closing plate 8 are integrated. The structure as a whole has high strength. Since the siding plate 3 and the closing plate 8 are sandwiched between the two reinforcing plates 15 and the reinforcing plate 15 is fixed to all the siding plates 3 and the closing plate 8, the strength is further increased.
Moreover, since the general dovetail process is employ | adopted for the groove | channel 4 of the pillar 2, and the tenon 6 of the siding board 3, the shape retention strength and integrity of a structure will improve, and a seismic strength will also increase. The ant processing is a shape having a deeper side (bottom side) than the opening side, so that it is a processing having strong proof strength against the siding of the siding plate 3 and is also high in terms of maintaining the dimensions between the columns 2. It is a processing method having strength. Due to the strength obtained by the construction method, even if the warp 3 starts to warp, it is retained from both sides where the dovetail is formed, so that it is possible to obtain a good-looking surface structure without warping. Then, by combining the members with the fastening members 9a and 9b together with such a side joint, the various strengths are further increased, and the effectiveness is also enhanced in terms of maintaining the appearance.
Furthermore, on the construction surface, by setting the notch portion 5 that can introduce the tenon 6 of the siding plate 3 into the groove 4 of the pillar 2 in the middle portion of the pillar 2, the distance over which the teno 6 slides in the groove 4 can be shortened. Therefore, it is possible to connect the pillar 2 and the siding plate 3 by ant joints while maintaining a tightness that does not wobble. Moreover, even if it exists in a maintenance surface, replacement | exchange etc. of the siding board 3 can be performed without removing the pillar 2, and there exists an effect that favorable intensity | strength can be maintained over a long term.

なお、図5は、これらの面構造を基に、滑り板3を芯材として、その表裏に断熱材12を介在し遮音シート等の内装材13と外壁材14でその内外を挟み木造家屋の壁を構成した例である。   Note that FIG. 5 is based on these surface structures, and the sliding plate 3 is used as a core material, and a heat insulating material 12 is interposed between the front and back surfaces of the wooden house. It is the example which comprised the wall.

本発明は、上記の実施形態に限定されない。たとえば、横枠材と縦枠材の接合構造は、一例を示したものであって、どのようなものであってもよい。また、横枠材や縦枠材を三本以上設けて、この面構造を上下や左右に連設してもよい。さらに、滑り板の枚数や、締結部材の本数についても、適宜変更できる。また、切欠部(出入口)を複数設けて、それぞれに閉じ板を嵌め込んでもよい。さらに、補強板は、滑り板及び閉じ板の一方の見付面のみに取り付けてもよい。   The present invention is not limited to the above embodiment. For example, the joining structure of the horizontal frame material and the vertical frame material is an example, and any structure may be used. Further, three or more horizontal frame members and vertical frame members may be provided, and this surface structure may be provided continuously in the vertical and horizontal directions. Further, the number of sliding plates and the number of fastening members can be appropriately changed. Further, a plurality of notches (entrances / exits) may be provided, and a closing plate may be fitted into each. Further, the reinforcing plate may be attached to only one of the sliding plate and the closing plate.

1a 横枠材(梁)
1b 横枠材(敷居)
2 縦枠材(柱)
3 滑り板(羽目板)
4 溝
5 切欠部
6 ホゾ
7 通し孔
8 閉じ板
9a,9b 締結部材
15 補強板
16 通し孔
1a Horizontal frame material (beam)
1b Horizontal frame material (sill)
2 Vertical frame material (pillar)
3 Sliding board
4 Groove 5 Notch 6 Hozo 7 Through-hole 8 Closing plate 9a, 9b Fastening member 15 Reinforcement plate 16 Through-hole

Claims (2)

躯体骨組みとして平行に隣接配置した一対の横枠材(1a,1b)、及び当該横枠材(1a,1b)と組み合って平行に隣接配置した一対の縦枠材(2)、並びに当該縦枠材(2)の間を封じる複数の滑り板(3)、及び当該滑り板(3)を各々定位置に閉じ込む閉じ板(8)、並びに滑り板(3)及び閉じ板(8)を横枠材(1a,1b)に締結する締結部材(9a,9b)、並びに滑り板(3)及び閉じ板(8)の見付面に固定する補強板(15)からなり、
両縦枠材(2)は、相対向する面に滑り板(3)の両側部を保持する溝(4)を備えると共に、両縦枠材(2)の中間部に滑り板(3)の両側部を溝(4)に導く切欠部(5)を備え、各滑り板(3)は、各々の両側部に両縦枠材(2)の溝(4)と継ぎ合わさるホゾ(6)を備えると共に、各々の縦寸法を共通位置で貫通する通し孔(7)を備え、閉じ板(8)は、その両端部が両縦枠材(2)の切欠部(5)に嵌まって滑り板(3)を移動及び脱出不能とするものであって、縦寸法を貫通する通し孔(16)を備え、滑り板(3)の通し孔(7)と閉じ板(8)の通し孔(16)とは連通するものであり、
滑り板(3)及び/又は閉じ板(8)は、前記通し孔(7,16)に挿通した締結部材(9a,9b)で、一方の横枠材(1a)と他方の横枠材(1b)にそれぞれ締結してあって、一方の横枠材(1a)に締結される締結部材(9a)と、他方の横枠材(1b)に締結される締結部材(9b)が、両横枠材(9a,9b)の中間部で水平方向に重なっており、補強板(15)は、横枠材(1a,1b)と縦枠材(2)の内寸に略等しい大きさであって、全ての滑り板(3)及び閉じ板(8)の見付面に固定するものであることを特徴とする木造建築の面構造。
A pair of horizontal frame members (1a, 1b) arranged adjacent in parallel as a frame structure, a pair of vertical frame members (2) arranged adjacent to each other in parallel with the horizontal frame members (1a, 1b), and the vertical frame A plurality of sliding plates (3) for sealing between the materials (2), a closing plate (8) for closing the sliding plates (3) into fixed positions, and a sliding plate (3) and a closing plate (8) A fastening member (9a, 9b) to be fastened to the frame material (1a, 1b), and a reinforcing plate (15) to be fixed to the locating surface of the sliding plate (3) and the closing plate (8);
Both vertical frame members (2) are provided with grooves (4) for holding both sides of the sliding plate (3) on opposite surfaces, and at the intermediate portion of both vertical frame members (2) of the sliding plate (3). The slide plate (3) has notches (5) that lead both sides to the groove (4), and each sliding plate (3) has a tenon (6) that joins the grooves (4) of both vertical frame members (2) on each side. And a through-hole (7) penetrating each vertical dimension at a common position. The closing plate (8) is slipped with both ends fitted into the notches (5) of both vertical frame members (2). The plate (3) cannot be moved and escaped, and is provided with a through hole (16) penetrating the vertical dimension. The through hole (7) of the sliding plate (3) and the through hole (7) of the closing plate (8) 16) communicates,
The sliding plate (3) and / or the closing plate (8) are fastening members (9a, 9b) inserted through the through holes (7, 16), and one horizontal frame member (1a) and the other horizontal frame member ( 1b), the fastening member (9a) fastened to one horizontal frame member (1a) and the fastening member (9b) fastened to the other horizontal frame member (1b) It overlaps in the horizontal direction at the middle part of the frame members (9a, 9b), and the reinforcing plate (15) has a size approximately equal to the inner dimensions of the horizontal frame members (1a, 1b) and the vertical frame members (2). And the surface structure of the wooden building characterized by fixing to the finding surface of all the sliding plates (3) and closing plates (8).
躯体骨組みとして平行に隣接配置した一対の横枠材(1a,1b)、及び当該横枠材(1a,1b)と組み合って平行に隣接配置した一対の縦枠材(2)、並びに当該縦枠材(2)の間を封じる複数の滑り板(3)、及び当該滑り板(3)を各々定位置に閉じ込む閉じ板(8)、並びに滑り板(3)及び閉じ板(8)を横枠材(1a,1b)に締結する締結部材(9a,9b)、並びに滑り板(3)及び閉じ板(8)の見付面に固定する補強板(15)からなり、
両縦枠材(2)は、相対向する面に滑り板(3)の両側部を保持する溝(4)を備えると共に、両縦枠材(2)の中間部に滑り板(3)の両側部を溝(4)に導く切欠部(5)を備え、各滑り板(3)は、各々の両側部に両縦枠材(2)の溝(4)と継ぎ合わさるホゾ(6)を備えると共に、各々の縦寸法を共通位置で貫通する通し孔(7)を備え、閉じ板(8)は、その両端部が両縦枠材(2)の切欠部(5)に嵌まって滑り板(3)を移動及び脱出不能とするものであって、縦寸法を貫通する通し孔(16)を備え、滑り板(3)の通し孔(7)と閉じ板(8)の通し孔(16)とは連通するものであり、
滑り板(3)及び/又は閉じ板(8)は、前記通し孔(7,16)に挿通した締結部材(9a,9b)で、一方の横枠材(1a)と他方の横枠材(1b)にそれぞれ締結してあって、一方の横枠材(1a)に締結される締結部材(9a)と、他方の横枠材(1b)に締結される締結部材(9b)が、両横枠材(9a,9b)の中間部で水平方向に重なっており、補強板(15)は、横枠材(1a,1b)と縦枠材(2)の内寸に略等しい大きさであって、全ての滑り板(3)及び閉じ板(8)の見付面に固定する木造建築の面構造の構築方法であって、
両縦枠材(2)の溝(4)へ滑り板(3)のホゾ(6)を切欠部(5)から導入し両縦枠材(2)に滑り板(3)を装着する継ぎ入れ工程と、両縦枠材の切欠部(5)に閉じ板(8)の両端部を嵌め入れて固定し滑り板(3)を脱出不能とする閉じ込み工程と、滑り板(3)と閉じ板(8)を締結部材(9a,9b)により横枠材(1a,1b)に締結する締結工程と、滑り板(3)及び閉じ板(8)の見付面に補強板(15)を固定する補強工程を経ることを特徴とする木造建築の面構造の構築方法。
A pair of horizontal frame members (1a, 1b) arranged adjacent in parallel as a frame structure, a pair of vertical frame members (2) arranged adjacent to each other in parallel with the horizontal frame members (1a, 1b), and the vertical frame A plurality of sliding plates (3) for sealing between the materials (2), a closing plate (8) for closing the sliding plates (3) into fixed positions, and a sliding plate (3) and a closing plate (8) A fastening member (9a, 9b) to be fastened to the frame material (1a, 1b), and a reinforcing plate (15) to be fixed to the locating surface of the sliding plate (3) and the closing plate (8);
Both vertical frame members (2) are provided with grooves (4) for holding both sides of the sliding plate (3) on opposite surfaces, and at the intermediate portion of both vertical frame members (2) of the sliding plate (3). The slide plate (3) has notches (5) that lead both sides to the groove (4), and each sliding plate (3) has a tenon (6) that joins the grooves (4) of both vertical frame members (2) on each side. And a through-hole (7) penetrating each vertical dimension at a common position. The closing plate (8) is slipped with both ends fitted into the notches (5) of both vertical frame members (2). The plate (3) cannot be moved and escaped, and is provided with a through hole (16) penetrating the vertical dimension. The through hole (7) of the sliding plate (3) and the through hole (7) of the closing plate (8) 16) communicates,
The sliding plate (3) and / or the closing plate (8) are fastening members (9a, 9b) inserted through the through holes (7, 16), and one horizontal frame member (1a) and the other horizontal frame member ( 1b), the fastening member (9a) fastened to one horizontal frame member (1a) and the fastening member (9b) fastened to the other horizontal frame member (1b) It overlaps in the horizontal direction at the middle part of the frame members (9a, 9b), and the reinforcing plate (15) has a size approximately equal to the inner dimensions of the horizontal frame members (1a, 1b) and the vertical frame members (2). A method for constructing the surface structure of a wooden building that is fixed to the finding surface of all sliding plates (3) and closing plates (8),
The joint (6) of the sliding plate (3) is introduced from the notch (5) into the groove (4) of both vertical frame members (2) and the sliding plate (3) is mounted on both vertical frame members (2). A process, a closing process in which both ends of the closing plate (8) are fitted and fixed in the notches (5) of both vertical frame members so that the sliding plate (3) cannot be escaped, and the sliding plate (3) is closed. A fastening step of fastening the plate (8) to the horizontal frame member (1a, 1b) by fastening members (9a, 9b), and a reinforcing plate (15) on the surface of the sliding plate (3) and the closing plate (8). A method for constructing a surface structure of a wooden structure, characterized by undergoing a fixing step of fixing.
JP2014258651A 2014-12-22 2014-12-22 Plane structure of wooden construction and its construction method Expired - Fee Related JP6360790B2 (en)

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