JP5061253B2 - Wall plate and wooden frame structure - Google Patents

Wall plate and wooden frame structure Download PDF

Info

Publication number
JP5061253B2
JP5061253B2 JP2011112237A JP2011112237A JP5061253B2 JP 5061253 B2 JP5061253 B2 JP 5061253B2 JP 2011112237 A JP2011112237 A JP 2011112237A JP 2011112237 A JP2011112237 A JP 2011112237A JP 5061253 B2 JP5061253 B2 JP 5061253B2
Authority
JP
Japan
Prior art keywords
wall
wire
joint
joining
panel
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
JP2011112237A
Other languages
Japanese (ja)
Other versions
JP2011247081A (en
Inventor
出 橋詰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Act KK
Original Assignee
Act KK
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 Act KK filed Critical Act KK
Priority to JP2011112237A priority Critical patent/JP5061253B2/en
Publication of JP2011247081A publication Critical patent/JP2011247081A/en
Application granted granted Critical
Publication of JP5061253B2 publication Critical patent/JP5061253B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2628—Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members
    • E04B2001/2636—Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members with connectors located in slots of the wooden members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2676—Connector nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696—Shear bracing

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

この発明は、本格的な木造軸組建築や簡易な木造軸組建築のための木造軸組構造に関し、より詳しくは、たとえばユニットハウス、バンガロ、東屋、物置、倉庫、ガレージ、店舗、仮設住宅、一般住宅、社寺建築、茶室、移動式茶室など様々な建築に利用できる木造軸組構造の壁板材に関する。 The present invention relates to a wooden framework structure for a full-scale wooden framework construction or a simple wooden framework construction. More specifically, for example, a unit house, a bangaro, an arbor, a storeroom, a warehouse, a garage, a store, a temporary housing, The present invention relates to a wall plate material of a wooden frame structure that can be used for various buildings such as general houses, shrines and temples, tea rooms, and mobile tea rooms.

木造軸組構造は、柱材や梁材などの線材で荷重を支える構造である。軸組を構成する柱材や梁材などの線材は、仕口による接合のほか、仕口と補強金物を組み合わせた接合、さらには接合金物のみによる接合と、様々な方法で接合されている。   The wooden frame structure is a structure that supports a load with a wire such as a pillar material or a beam material. The wire rods and beam members constituting the shaft assembly are joined by various methods such as joining by joints, joining by combining joints and reinforcing hardware, and joining only by joining hardware.

接合の仕方は様々であるが、いずれの接合方法においても、線材同士の接合はあらかじめ定めた組み合わせでしかできなかった。このため、軸組を組み替えたり、交換したり、継ぎ足したりすることは不可能であった。   There are various ways of joining, but in any joining method, the joining of the wires can only be performed in a predetermined combination. For this reason, it was impossible to rearrange, exchange, or add shafts.

下記特許文献１には、線材で形成された木造軸組部屋ユニットを組み合わせて構成する木造軸組ユニット住宅が開示されている。この木造軸組ユニット住宅は、木造軸組部屋ユニットの線材同士をＬ形プレートで抱き合わせて束ねるように固定するものである。このため、水平力を受けたときに荷重を支えるべき線材に余計な力がかかって線材に脆性を生じさせたり、壁の形成を困難にしたりする難点がある。   The following Patent Document 1 discloses a wooden frame unit house configured by combining wooden frame room units formed of wire rods. In this wooden frame unit housing, the wire rods of the wooden frame room unit are fixed to each other by tying them together with an L-shaped plate. For this reason, when a horizontal force is received, an extra force is applied to the wire that should support the load, causing the wire to become brittle or making it difficult to form a wall.

特開２００２−１３２０５号公報JP 2002-13205 A

そこで、この発明は、あらゆる木造軸組建築に適用して強度の向上を図ることができるようにすることを主な目的とする。 Accordingly, the present invention is to be able to improve the application to strength Oh Rayuru wooden framework buildings primary purpose.

上記の課題を解決するための手段は、線材が接合されてなる木造軸組構造における線材で囲まれる空間内に固定される壁板材であって、前記線材としての垂直材と水平材の厚み方向の中間に形成された溝に入り込む縁が全周に形成されるとともに、表裏両面における前記縁の内側の端の四隅部分に、直角をなす２つの端面がそれぞれ前記垂直材又は水平材の厚み方向における前記溝の両側において垂直材または水平材の側面に面接触する平板状の規制板が固定された壁板材である。 Means for solving the above problems is a wall plate material fixed in the space surrounded by the wire rod in the wooden frame structure in which the wire rod is joined, and the thickness direction of the vertical member and the horizontal member as the wire rod The edges that enter the groove formed in the middle of the edge are formed on the entire circumference, and the two corners of the inner edge of the edge on both the front and back surfaces are perpendicular to the thickness direction of the vertical or horizontal material , respectively. The wall plate material is fixed with a flat plate-shaped regulating plate that is in surface contact with the side surface of the vertical member or the horizontal member on both sides of the groove .

上記の課題を解決するための手段は、線材が接合されてなる木造軸組構造における線材で囲まれる空間内に固定される方形状の壁板材であって、全周に、前記線材としての垂直にのびる垂直材と水平にのびる水平材の厚み方向の中間に形成された溝に入り込む縁が形成されるとともに、表裏両面の四隅部分における前記縁より内側の直角をなす端部に、前記縁が前記溝に入り込んで前記垂直材を垂直にし前記水平材を水平にする状態で前記垂直材又は水平材の側面における厚み方向中間の前記溝の側部に面接触する直角をなす２つの端面を有した平板状の規制板が、前記直角をなす端部を挟むように面接触状態であらかじめ固定されている壁板材である。 Means for solving the above problem is a rectangular wall plate material fixed in a space surrounded by the wire rod in the wooden frame structure in which the wire rods are joined, and is perpendicular to the wire rod on the entire circumference. the end portion formed with edge entering the middle a groove formed in the thickness direction of the horizontal member is made form, inside the right-angled than the edges of the four corners of the front and back surfaces extending vertically and horizontally material extending, said edge Are inserted into the groove, and in a state where the vertical member is vertical and the horizontal member is horizontal, two end faces that form a right angle to be in surface contact with the side of the groove in the middle of the thickness direction on the side surface of the vertical member or horizontal member a flat plate-shaped regulating plate is a wall plate that is pre-fixed in a state of surface contact so as to sandwich the end portion forming the right angle.

別の手段は、前記壁板材を用いた木造軸組構造である。 Another means is a wooden frame structure using the wall plate material .

この発明によれば、規制板の端面が線材に面接触して相互間の位置関係を規制するので、線材に脆性を生じさせたりすることなく、強度の高い木造軸組構造が得られる。しかも、規制板は線材の建ちを出すので、線材同士を接合する接合金物にかける負担も軽減しつつ剛性が高められる。 According to the present invention, since the end face of the regulating plate comes into surface contact with the wire and restricts the positional relationship between the wires, a high-strength wooden frame structure can be obtained without causing brittleness of the wire. In addition, since the restriction plate brings out the construction of the wire, the rigidity is increased while reducing the burden on the metal fitting for joining the wires.

ユニットハウスの要部の斜視図。The perspective view of the principal part of a unit house. ユニットハウスの分解斜視図。The exploded perspective view of a unit house. ユニットハウスの主要部の分解斜視図。The disassembled perspective view of the principal part of a unit house. 軸組パネルの分解斜視図。The exploded perspective view of a shaft assembly panel. 接合金物の基本構造を示す斜視図。The perspective view which shows the basic structure of a joining metal fitting. 接合金物の基本構造を示す分解斜視図。The disassembled perspective view which shows the basic structure of a joining metal fitting. 接合金物を柱脚部に用いた場合の例を示す断面図。Sectional drawing which shows the example at the time of using a joining metal fitting for a column base part. 接合金物を柱脚部に用いた場合の例を示す断面図。Sectional drawing which shows the example at the time of using a joining metal fitting for a column base part. 軸組パネルの下端における中間部分の分解斜視図。The disassembled perspective view of the intermediate part in the lower end of a shaft assembly panel. 軸組パネル上端角部分の分解斜視図。The exploded perspective view of the upper end corner part of a shaft panel. 軸組パネルと土台との接合部分を示す分解斜視図。The disassembled perspective view which shows the junction part of a frame panel and a foundation. 軸組パネルの上端部分を示す斜視図。The perspective view which shows the upper end part of a shaft assembly panel. ユニットハウスの上端角部分を示す斜視図。The perspective view which shows the upper end corner | angular part of a unit house. 他の例に係る軸組パネルの斜視図。The perspective view of the shaft assembly panel which concerns on another example. 軸組パネル同士、または軸組同士を結合する状態を示す断面図。Sectional drawing which shows the state which couple | bonds shaft set panels or shaft sets. 軸組パネル同士、または軸組同士を結合する状態を示す断面図。Sectional drawing which shows the state which couple | bonds shaft set panels or shaft sets. 他の例に係る軸組パネルの斜視図。The perspective view of the shaft assembly panel which concerns on another example. 木造軸組建築の要部の一例を示す平面図。The top view which shows an example of the principal part of wooden frame construction. 木造軸組建築の要部の一例を示す平面図。The top view which shows an example of the principal part of wooden frame construction. 他の例に係るユニットハウスの斜視図。The perspective view of the unit house which concerns on another example. 図２０に示したユニットハウスの分解状態の概略を示す斜視図。The perspective view which shows the outline of the decomposition | disassembly state of the unit house shown in FIG. 図２０のユニットハウス要部の斜視図。The perspective view of the unit house principal part of FIG. 図２０の要部の分解斜視図。The disassembled perspective view of the principal part of FIG. 図２０のユニットハウスの垂直材間の構造を示す横断面図。The cross-sectional view which shows the structure between the vertical members of the unit house of FIG. 他の例に係るユニットハウスの壁部分の分解斜視図。The disassembled perspective view of the wall part of the unit house which concerns on another example. 図２５の構成の垂直材間の構造を示す横断面図。FIG. 26 is a cross-sectional view showing a structure between vertical members having the configuration of FIG. 他の例に係るユニットハウスの屋根部分を分解した状態を示す斜視図。The perspective view which shows the state which decomposed | disassembled the roof part of the unit house which concerns on another example. 図２７のユニットハウスの本体部分の分解斜視図。The disassembled perspective view of the main-body part of the unit house of FIG. 図２７のユニットハウスの隅部分の横断面図。The cross-sectional view of the corner part of the unit house of FIG. 他の例に係る接合金物の基本構造を示す斜視図。The perspective view which shows the basic structure of the joining metal fitting which concerns on another example.

この発明を実施するための一形態を、以下図面を用いて説明する。
図１は、木造軸組建築の一例としての１階建てのユニットハウス１１の要部を示す斜視図であり、図２は、図１に示した要部に対して取り付ける屋根パネル等の別の部材の取り付け方を示す斜視図、図３は、図１に示した要部のうちの主要部分の分解斜視図である。 An embodiment for carrying out the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view showing a main part of a one-story unit house 11 as an example of a wooden frame building, and FIG. 2 shows another roof panel attached to the main part shown in FIG. FIG. 3 is an exploded perspective view of the main part of the main part shown in FIG. 1.

これらの図に示すように、ユニットハウス１１の軸組の主要部分は、４枚の軸組パネル１２，１３，１４，１５を組み合わせて構成される。軸組パネル１２，１３，１４，１５は、線材２１と接合金物３１と面材４１と、必要に応じて筋かい５１とを備える。前記線材２１は、線材２１の端面２２を接合し得る複数の接合面３２（図５参照）を有して線材２１間に介在し、複数本の線材２１をその長さ方向の端面２２同士を非接触にして突き合わせるように一体化する接合金物３１で接合され、さらに、前記面材４１が固定されてパネル化されている。   As shown in these drawings, the main part of the shaft assembly of the unit house 11 is configured by combining four shaft assembly panels 12, 13, 14, and 15. The shaft assembly panels 12, 13, 14, and 15 include a wire rod 21, a metal joint 31, a face material 41, and a brace 51 as necessary. The wire 21 has a plurality of joining surfaces 32 (see FIG. 5) that can join the end surfaces 22 of the wire 21 and is interposed between the wires 21, and the plurality of wires 21 are connected to the end surfaces 22 in the length direction. It joins with the joining metal object 31 integrated so that it may contact | abut in non-contact, Furthermore, the said face material 41 is fixed and it is panelized.

４枚の軸組パネル１２，１３，１４，１５は、２枚の桁壁用軸組パネル１２，１３と、２枚の妻壁用軸組パネル１４，１５である。
桁壁用軸組パネル１２，１３は、平面視長方形をなすユニットハウス１１の桁壁を構成する１枚のパネルであり、図３、図４に示したように、前記線材２１としての垂直材２３（柱材）及び水平材２４（土台、梁材）と、これらの端面２２間に介在して線材２１の接合を行う前記接合金物３１と、線材２１で囲まれた空間内に収まる面材４１と、同じく線材２１で囲まれた空間内に収まる筋かい５１とで構成されている。 The four shaft panels 12, 13, 14, and 15 are the two beam wall shaft panels 12 and 13 and the two wall panels 14 and 15.
Girder wall frame panels 12 and 13 are one panel constituting the girder wall of the unit house 11 having a rectangular shape in plan view. As shown in FIGS. 23 (column material) and horizontal material 24 (base, beam material), the joint metal 31 for joining the wire 21 interposed between these end faces 22, and the face material that fits in the space surrounded by the wire 21 41 and a brace 51 that fits in a space similarly surrounded by the wire 21.

垂直材２３は、桁壁用軸組パネル１２の長さ方向の両端位置と、これらの間の適宜位置に平行に設けられる。水平材２４は、桁壁用軸組パネル１２の長さ方向に沿って前記垂直材２３の下端位置と上端位置に水平に延びるように設けられる。   The vertical members 23 are provided in parallel to both end positions in the length direction of the girder wall frame panel 12 and appropriate positions therebetween. The horizontal member 24 is provided so as to extend horizontally to the lower end position and the upper end position of the vertical member 23 along the length direction of the beam wall frame panel 12.

水平材２４を図３に示したように継ぎ足す場合には、水平材２４間に前記接合金物３１が介装され、この接合金物３１に前記垂直材２３の上端面又は下端面が固定される。   When the horizontal member 24 is added as shown in FIG. 3, the joint metal 31 is interposed between the horizontal members 24, and the upper end surface or the lower end surface of the vertical member 23 is fixed to the joint metal 31. .

これら垂直材２３と水平材２４には、一般に柱材等として用いられるものと同等の木材が使用され、具体的には、たとえば１０５ｍｍ角の角材などを用いることができる。   These vertical members 23 and horizontal members 24 are made of wood equivalent to that generally used as pillar materials, and specifically, for example, 105 mm square materials can be used.

前記接合金物３１は、前記の線材２１を接合するためのもので、線材２１の長さ方向の端面２２が接合金物３１に当接するように接合される。このため、接合金物３１は、図５に示したように、線材２１の端面２２間に収まる多面体立体形状をなす中空の箱状に形成された外郭部３３を有する。この外郭部３３は、線材２１の端面２２を接合可能にする複数の前記接合面３２を備える。接合面３２には、線材２１を結合するための結合具を保持する保持部が形成される。また、接合面３２を外郭部３３内において相互に連結固定する内部連結部３４が形成されている。   The joint metal 31 is for joining the wire 21, and is joined so that the end face 22 in the length direction of the wire 21 abuts the joint metal 31. For this reason, as shown in FIG. 5, the metal joint 31 has an outer portion 33 formed in a hollow box shape having a polyhedral solid shape that fits between the end faces 22 of the wire 21. The outer shell portion 33 includes a plurality of joint surfaces 32 that enable the end surface 22 of the wire 21 to be joined. On the joining surface 32, a holding portion for holding a coupler for coupling the wire 21 is formed. In addition, an internal connection portion 34 that connects and fixes the joining surface 32 to each other in the outer portion 33 is formed.

具体的には、前記接合金物３１は、ユニットハウス１１の柱脚部分と梁部分に使用され、六方に線材２１を接合できるように、６個の接合面３２を有する略立方体形状に形成されている。すなわち、上下２枚の接合面３２のほかに、側面に４枚の接合面３２を備えている。これらの接合面３２には、結合具としてのボルト６１（図６、図７、図８参照）を保持するための貫通孔３５が形成されるとともに、外郭部３３内には、隔壁部３４ａと柱状部３４ｂとからなる前記内部連結部３４が形成されている。また、外郭部３３の平面視における四隅部分には、平面視円弧状の切欠からなる操作口３６が形成される。この操作口３６は、前記ボルト６１を入れたり、ボルト６１を回転したりするときに利用される部分である。さらに、上端の接合面３２とこれに連続する側面の４枚の接合面３２には、接合金物３１を使用するときの向きを合わせるための基準線３７が形成されている。   Specifically, the joint hardware 31 is used for the column base part and the beam part of the unit house 11 and is formed in a substantially cubic shape having six joint surfaces 32 so that the wire 21 can be joined in six directions. Yes. That is, in addition to the two upper and lower bonding surfaces 32, four bonding surfaces 32 are provided on the side surface. These joint surfaces 32 are formed with through holes 35 for holding bolts 61 (see FIGS. 6, 7, and 8) as a coupling tool, and in the outer shell portion 33, partition walls 34a and The internal connection part 34 including the columnar part 34b is formed. In addition, operation ports 36 formed by notches having a circular arc shape in plan view are formed at the four corner portions of the outer shell portion 33 in plan view. The operation port 36 is a part used when the bolt 61 is inserted or the bolt 61 is rotated. Furthermore, a reference line 37 is formed on the upper joint surface 32 and the four joint surfaces 32 on the side surfaces that are continuous with the upper joint surface 32 in order to match the orientation when the metal joint 31 is used.

このような接合金物３１は、たとえば図６に示したような各部材を溶接などにより相互に結合して製造される。図５、図６は、接合金物の基本構造を示すものである。   Such a metal joint 31 is manufactured by joining members as shown in FIG. 6 to each other by welding or the like. 5 and 6 show the basic structure of the metal joint.

また図示例では、接合面３２と隔壁板３４ａは１枚の平板状の部材を示したが、たとえば板材を折り曲げた部材などを組み合わせることもできる。   In the illustrated example, the joining surface 32 and the partition plate 34a are each a single flat plate member. However, for example, a member obtained by bending a plate member may be combined.

各部材について説明すると、前記の上端の接合面３２（上端接合面３２ａ）と、下端の接合面３２（下端接合面３２ｂ）、それに２枚の隔壁部３４ａは、正方形の四隅が円弧状に切り欠かれ、中央にはボルトを通すための前記貫通孔３５が形成されている。これらの貫通孔３５のうち、上端接合面３２ａと下端接合面３２ｂの貫通孔３５には、ボルト６１を螺合する必要がある場合には雌ねじ３５ａが形成される（図７参照）。雌ねじ３５ａの形成に代えて、貫通孔３５の裏側の位置にナット（図示せず）を保持することもできる。   Each member will be described. The upper joint surface 32 (upper joint surface 32a), the lower joint surface 32 (lower joint surface 32b), and the two partition walls 34a are cut into four circular corners in an arc shape. The through hole 35 for passing a bolt is formed at the center. Among these through-holes 35, female screws 35 a are formed in the through-holes 35 of the upper end joint surface 32 a and the lower end joint surface 32 b when the bolt 61 needs to be screwed (see FIG. 7). Instead of forming the female screw 35a, a nut (not shown) can be held at a position on the back side of the through hole 35.

前記の側面の接合面３２（側面接合面３２ｃ）は、たて長の長方形に形成され、中央に前記貫通孔３５が形成されている。また、上記の柱状部３４ｂは、上端接合面３２ａ、下端接合面３２ｂ、隔壁部３４ａの貫通孔３５よりも大径のパイプで形成され、上端接合面３２ａと上側の隔壁部３４ａとの間と、下端接合面３２ｂと下側の隔壁部３４ａとの間に介装される。   The side joining surface 32 (side joining surface 32c) is formed in a vertically long rectangle, and the through hole 35 is formed in the center. The columnar portion 34b is formed of a pipe having a diameter larger than that of the upper end joint surface 32a, the lower end joint surface 32b, and the through hole 35 of the partition wall portion 34a, and between the upper end joint surface 32a and the upper partition wall portion 34a. , And is interposed between the lower end joint surface 32b and the lower partition wall 34a.

なお、柱脚部に用いる柱脚部用の接合金物３１の場合には、図７に示したように設置面Ｘに置いて使用できるようにするため、接合金物３１を設置面Ｘから浮かせるとともに水平を出すためのアジャスタ７１を備える。このアジャスタ７１を備えるために、下端接合面３２ｂと下側の隔壁部３４ａにおける４枚の側面接合面３２ｃに近い部分に等間隔でアジャスタ７１の雄ねじ部７１ａを螺合するねじ孔３８が形成される。   In addition, in the case of the column base part metal fitting 31 used for the column base part, the joint metal piece 31 is floated from the installation surface X so that it can be used by being placed on the installation surface X as shown in FIG. An adjuster 71 for leveling is provided. In order to provide this adjuster 71, a screw hole 38 for screwing the male threaded portion 71a of the adjuster 71 at equal intervals is formed at a portion close to the four side surface joining surfaces 32c in the lower end joining surface 32b and the lower partition wall portion 34a. The

また、柱脚用の接合金物３１では、上端接合面３２ａと上側の隔壁部３４ａに、結合具としてのボルト６１が下から保持されている。同様に、各側面接合面３２ｃの貫通孔３５にも、結合具としてのボルト６１が必要に応じて保持される。そして、これらボルト６１には、図７に示したように、ボルト６１が螺合する雌ねじ６２ａを有した円柱状のコア材６２が固定され、コア材６２における長さ方向と直交する方向に形成された貫通孔６２ｂとドリフトピン６３を用いて、線材２１が固定される。   Moreover, in the column base metal fitting 31, a bolt 61 as a coupling tool is held from below on the upper end joint surface 32 a and the upper partition wall 34 a. Similarly, a bolt 61 as a coupling tool is also held in the through hole 35 of each side joint surface 32c as necessary. Then, as shown in FIG. 7, a cylindrical core material 62 having a female screw 62 a into which the bolt 61 is screwed is fixed to these bolts 61, and is formed in a direction perpendicular to the length direction of the core material 62. The wire 21 is fixed by using the through hole 62b and the drift pin 63.

この柱脚部用の接合金物３１は、図８に示したように、アンカーボルト８１を備えた基礎８２の上に固定することもできる。この場合には、上端接合面３２ａと下端接合面３２ｂと隔壁部３４ａには、雌ねじ３５ａがないほうが、施工が容易である。   As shown in FIG. 8, the column base metal joint 31 can be fixed on a foundation 82 provided with anchor bolts 81. In this case, it is easier to construct the upper end joint surface 32a, the lower end joint surface 32b, and the partition wall 34a without the female screw 35a.

前記面材４１は、図４に示したように、複数枚の落とし込み板４２を接合してパネル化してなる板倉材で構成されている。このため、前記線材２１における面材４１を固定する部位には、面材４１の縁が入り込む溝２５が形成されている。また、面材４１における必要部位には開口部４３が形成される。   As shown in FIG. 4, the face material 41 is made of a plate material formed by joining a plurality of dropping plates 42 into a panel. For this reason, a groove 25 into which an edge of the face material 41 enters is formed in a portion of the wire 21 where the face material 41 is fixed. In addition, an opening 43 is formed in a necessary portion of the face material 41.

前記筋かい５１は、図４に仮想線で示したように、前記面材４１に固定され一体化している。このとき、筋かい５１の端部は、接合される線材２１の側面に当接するように端部処理されている。筋かい５１は、軸組の角部分に対応する部位に固定するのが好ましい。高強度の耐力壁となるからである。   The brace 51 is fixed to and integrated with the face material 41 as indicated by phantom lines in FIG. At this time, the end portion of the brace 51 is end-treated so as to contact the side surface of the wire 21 to be joined. The brace 51 is preferably fixed to a portion corresponding to the corner portion of the shaft set. It is because it becomes a high strength bearing wall.

図９は、１本の垂直材２３の下端に接合金物３１を介して、２本の水平材２４を結合する部分の分解斜視図、図１０は、接合金物３１によって垂直材２３と水平材２４をＬ字形に結合する部分の分解斜視図である。これらに示されるように、線材２１は接合金物３１を介して接合される。また、接合金物３１を介しない線材２１同士の接合は、ボルトナットなど、適宜の方法で行われる。このようにして、線材２１で囲まれる部分に面材４１と筋かい５１が備えられた桁壁用軸組パネル１２，１３が構成される。   FIG. 9 is an exploded perspective view of a portion where two horizontal members 24 are joined to the lower end of one vertical member 23 via a joint metal 31, and FIG. 10 shows the vertical member 23 and the horizontal member 24 by the joint hardware 31. It is a disassembled perspective view of the part which couple | bonds with L shape. As shown in these figures, the wire 21 is joined via the joint hardware 31. Moreover, the joining of the wire materials 21 without using the joining hardware 31 is performed by an appropriate method such as a bolt and a nut. In this way, the girder wall frame panels 12 and 13 having the face material 41 and the brace 51 provided in the portion surrounded by the wire 21 are configured.

妻壁用軸組パネル１４，１５は、平面視長方形をなすユニットハウス１１の妻壁を構成する１枚のパネルであり、図３に示したように、前記線材２１としての垂直材２３（柱材）および／または水平材２４（土台、梁材）と、線材２１で囲まれた空間内に収まる面材４１と、同じく線材２１で囲まれた空間内に収まる筋かい５１とで構成されている。   The end wall frame panels 14 and 15 are one panel constituting the end wall of the unit house 11 having a rectangular shape in plan view, and as shown in FIG. Material) and / or horizontal material 24 (base, beam material), a face material 41 that fits in the space surrounded by the wire 21, and a brace 51 that fits in the space also surrounded by the wire 21. Yes.

水平材２４は、上下両端位置に、妻壁用軸組パネルの長さ方向に沿って水平に延びるように設けられる。また、開口部４３を有する一方の妻壁用軸組パネル１５には、上下の水平材２４間を掛け渡すように垂直材２３が固定される。固定は、ボルトナットなど適宜の方法で行われる。   The horizontal member 24 is provided at both the upper and lower end positions so as to extend horizontally along the length direction of the end panel. Further, the vertical member 23 is fixed to one end wall frame panel 15 having the opening 43 so as to span between the upper and lower horizontal members 24. Fixing is performed by an appropriate method such as bolts and nuts.

これらの垂直材２３と水平材２４にも、一般に柱材等として用いられるものと同等の木材が使用され、具体的には、たとえば１０５ｍｍ角の角材などを使用することができる。   These vertical members 23 and horizontal members 24 are also made of wood equivalent to that generally used as a column member, and specifically, for example, a 105 mm square member can be used.

水平材２４を継ぎ足す必要がある場合には、前記の桁壁用軸組パネル１２，１３と同様に、前記接合金物３１を介して接合を行う。接合金物３１の構造は前記と同様である。   When it is necessary to add the horizontal member 24, the joining is performed through the joint hardware 31 in the same manner as the above-mentioned beam wall shaft panels 12 and 13. The structure of the bonding hardware 31 is the same as described above.

前記面材４１は、前記の桁壁用軸組パネル１２，１３の場合と同様に、複数枚の落とし込み板４２を結合してパネル化してなる板倉材で構成されている。このため、前記線材２１における面材４１を固定する部位には、面材４１の縁が入り込む溝２５が形成されている。   As in the case of the above-mentioned girder wall frame panels 12 and 13, the face material 41 is made of a plate material formed by combining a plurality of drop plates 42 into a panel. For this reason, a groove 25 into which an edge of the face material 41 enters is formed in a portion of the wire 21 where the face material 41 is fixed.

妻壁用軸組パネル１４，１５では、長さ方向の両端に垂直材２３が存在しないので、面材４１の縁が突出した状態である。突出した縁は、接合される桁壁用軸組パネル１２，１３の垂直材２３の溝２５に嵌め込まれる。   Since the vertical members 23 do not exist at both ends in the length direction of the end wall shaft panels 14 and 15, the edge of the face member 41 protrudes. The protruding edge is fitted into the groove 25 of the vertical member 23 of the girder wall frame panels 12 and 13 to be joined.

前記筋かい５１も同様で、前記面材４１に固定され一体化している。このとき、筋かい５１の端部は、接合される線材２１の側面に当接するように端部処理されている。筋かい５１は、軸組の角部分に対応する部位に固定するのが好ましい。高強度の耐力壁となるからである。   Similarly, the brace 51 is fixed and integrated with the face material 41. At this time, the end portion of the brace 51 is end-treated so as to contact the side surface of the wire 21 to be joined. The brace 51 is preferably fixed to a portion corresponding to the corner portion of the shaft set. It is because it becomes a high strength bearing wall.

図示例の妻壁用軸組パネル１４，１５では、線材２１の接合に前記の接合金物３１を用いないが、ボルトナットや釘などの適宜手段で各部材が組み立てられ、線材２１で囲まれる部分に面材４１と筋かい５１が備えられた妻壁用軸組パネル１４，１５が構成される。   In the end wall shaft panels 14 and 15 in the illustrated example, the above-described joining hardware 31 is not used for joining the wire 21, but the members are assembled by appropriate means such as bolts and nuts and surrounded by the wire 21. The frame panels 14 and 15 for the wall are provided with the face material 41 and the brace 51.

このように構成された２枚の桁壁用軸組パネル１２，１３と２枚の妻壁用軸組パネル１４，１５を図３に示したように結合し、一つの木造軸組構造を得る。各軸組パネル１２，１３，１４，１５の結合に際して、必要か所に図３に示したように梁材１６や土台１７、それに図１に示したように火打ち材１８を接合する。   As shown in FIG. 3, the two girder wall frame panels 12 and 13 and the two end wall frame panels 14 and 15 configured as described above are joined together to obtain a single wooden frame structure. . When connecting the respective shaft panels 12, 13, 14, and 15, the beam material 16 and the base 17 as shown in FIG. 3 are joined to the necessary portions as shown in FIG. 3, and the fire material 18 as shown in FIG.

梁材１６や土台１７の接合は、接合金物３１を介して行う。図１１は、桁壁用軸組パネル１２，１３に土台１７を固定する部分を示す分解斜視図である。つまり、水平材２４と水平材２４の間の接合金物３１における露出した接合面３２に、土台１７の端部が接合される。梁材１６の場合も同様である。   The beam member 16 and the base 17 are joined through a joint metal 31. FIG. 11 is an exploded perspective view showing a portion for fixing the base 17 to the beam wall framing panels 12 and 13. That is, the end portion of the base 17 is joined to the exposed joint surface 32 of the joint metal 31 between the horizontal member 24 and the horizontal member 24. The same applies to the beam 16.

図３に示した梁材１６は、上下２本の梁材担体１６ａ，１６ｂと、これらを上下に結合する束部材１６ｃと、これらで囲まれる部分に嵌め込まれた面材１６ｄとからなる。上記のように梁材１６の場合も接合金物３１の接合面３２に固定されるが、下側に位置する梁材担体１６ｄの端面は、各桁壁用軸組パネル１２，１３の垂直材２３の側面に対して前記のコア材とボルトのみで固定できる。   The beam member 16 shown in FIG. 3 is composed of two upper and lower beam member carriers 16a and 16b, a bundle member 16c for connecting these members up and down, and a face member 16d fitted in a portion surrounded by these members. As described above, the beam member 16 is also fixed to the joint surface 32 of the joint metal 31, but the end surface of the beam member carrier 16 d located on the lower side is the vertical member 23 of each of the girder wall frame panels 12 and 13. It can fix only to the said side material with the said core material and a volt | bolt.

また、火打ち材１８は、各軸組パネル１２，１３，１４，１５の水平材２４や梁材１６、土台１７に対してボルトナット等により固定できる。   In addition, the fire striking material 18 can be fixed to the horizontal members 24, the beam members 16, and the base 17 of the shaft panels 12, 13, 14, 15 by bolts and nuts.

このようにしてユニットハウス１１の要部が形成される。すなわち、ユニットハウス１１は、線材２１の端面２２を接合し得る複数の接合面３２を有して線材２１間に介在し、複数本の線材２１をその長さ方向の端面２２同士を非接触にして突き合わせるように一体化する接合金物３１で前記線材２１が接合された木造軸組構造である。   In this way, the main part of the unit house 11 is formed. That is, the unit house 11 has a plurality of joining surfaces 32 that can join the end surfaces 22 of the wire rods 21 and is interposed between the wire rods 21 so that the end surfaces 22 in the length direction of the plurality of wire rods 21 are not in contact with each other. This is a wooden frame structure in which the wire 21 is joined by a joint metal 31 that is integrated so as to be abutted against each other.

なお、各桁壁用軸組壁パネル１２，１３の上端に位置する接合金物３１には、図１２に示すように吊り下げ用の吊りボルト９１が固定される。吊りボルト９１の雄ねじ９１ａを接合金物３１の上端接合面３２ａの貫通孔３５の雌ねじ３５ａに螺合すればよい。この吊りボルト９１は、施工に際して桁壁用軸組パネル１２，１３を移動したり支えたりする場合に使用されるほか、完成したユニットハウス１１を移動する場合にも便利に使用される。   In addition, as shown in FIG. 12, the suspension bolt 91 for suspension is fixed to the metal joint 31 located at the upper end of each girder wall framed wall panel 12,13. The male screw 91a of the suspension bolt 91 may be screwed into the female screw 35a of the through hole 35 of the upper end joint surface 32a of the joint metal 31. The suspension bolt 91 is used not only when moving and supporting the girder wall frame panels 12 and 13 during construction, but also when moving the completed unit house 11.

図示例では、各桁壁用軸組パネル１２，１３における垂直材２３の上端に固定したすべての接合金物３１に吊りボルト９１を備えたので、図２に示したように取り付けられる屋根パネル９２の対応部位には、貫通孔９３を形成しておき、屋根パネル９２を固定したときに、図１３に示したように吊りボルト９１が突出するように構成される。貫通孔９３と吊りボルト９１との間は、屋根の完成後にコーキング（図示せず）により閉塞すればよい。   In the illustrated example, since the suspension bolts 91 are provided on all the joint hardware 31 fixed to the upper ends of the vertical members 23 in the girder wall frame panels 12, 13, the roof panels 92 to be attached as shown in FIG. A through hole 93 is formed in the corresponding part, and when the roof panel 92 is fixed, the suspension bolt 91 is configured to protrude as shown in FIG. What is necessary is just to block | close between the through-hole 93 and the suspension bolt 91 by caulking (not shown) after completion of a roof.

前記屋根パネル９２のほか、図２に示したように、接合された各軸組みパネル１２，１３，１４，１５の外側面における接合金物３１部分には、露出する接合金物３１を隠蔽する目的で、帯状の目隠し材９４を固定するとよい。   In addition to the roof panel 92, as shown in FIG. 2, for the purpose of concealing the exposed joint metal 31 on the joint metal 31 portion on the outer surface of each of the joined axial panels 12, 13, 14, 15. The belt-shaped blindfold 94 may be fixed.

そのほか、開口部４３に窓９５やドア９６などが取り付けられ、必要に応じて庇部材９７など適宜の部材が固定される。図中、９８は棟押え、９９は棟飾りである。   In addition, a window 95, a door 96, and the like are attached to the opening 43, and appropriate members such as a flange member 97 are fixed as necessary. In the figure, 98 is a ward presser and 99 is a wing decoration.

また、前記の桁壁用軸組パネル１２，１３については、桁壁を１枚のパネルで構成するのでは長大すぎるという場合には、図１４に示したように、２枚の桁壁用軸組パネル担体１２ａ，１３ａ，１２ｂ，１３ｂに分割した構成とすることもできる。この場合、一方の桁壁用軸組パネル担体１２ａは長さ方向の両端に垂直材２３を有し、他方の桁壁用軸組パネル担体１２ｂは、長さ方向の一端のみに垂直材２３を有する構造である。結合は、図１５に示したように一方の桁壁用軸組パネル担体１２の接合金物３１によって行える。   Further, in the case of the above-mentioned girdle wall frame panels 12 and 13, if the girder wall is composed of a single panel, it is too long, as shown in FIG. 14, two girder wall shafts are used. It can also be set as the structure divided | segmented into the assembly panel support | carrier 12a, 13a, 12b, 13b. In this case, one girder wall frame panel carrier 12a has vertical members 23 at both ends in the length direction, and the other girder wall frame panel carrier 12b has a vertical material 23 only at one end in the length direction. It is the structure which has. As shown in FIG. 15, the coupling can be performed by the joint metal 31 of one of the girder wall frame panel carriers 12.

なお、双方の桁壁用軸組パネル１２ａ，１２ｂとも、両端に垂直材を有するものであっても、図１６に示したように接合は可能である。   Note that both the girder wall frame panels 12a and 12b can be joined as shown in FIG. 16 even if they have vertical members at both ends.

さらに、桁壁用軸組パネル１２，１３に限らず、妻壁用軸組パネル１４，１５においても、図１７に示したように、たとえば１間の長さなど、小さく構成することもできる。この場合には、移動が容易であるほか、軸組パネルの支持が簡単であるため土台１７や梁材１９の結合が容易で、作業性がよく、狭い場所での造作も可能であるという利点を有する。   Further, not only the girder wall axis panels 12 and 13 but also the end wall axis panels 14 and 15 can be configured to be small, for example, as shown in FIG. In this case, it is easy to move, and since the support of the frame panel is simple, the base 17 and the beam material 19 can be easily combined, workability is good, and construction in a narrow place is possible. Have

以上のように構成されたユニットハウス１１によれば、ユニットハウス１１自体は垂直材２３や水平材２４が、その長さ方向の端面２２同士を非接触にして突き合わせたような状態で接合金物３１によって一体化されているので、接合金物３１で行う線材２１同士の接合部構造は共通である。このため、接合部分での組み合わせが自由にでき、軸組や軸組パネル１２，１３，１４，１５の組み替え、交換、継ぎ足しなどの自由度が高い。一度形成した軸組を分解することもでき、移動にも便利である。   According to the unit house 11 configured as described above, the unit house 11 itself is such that the vertical member 23 and the horizontal member 24 are in contact with each other with the end faces 22 in the lengthwise direction being in contact with each other. Therefore, the joint structure of the wire members 21 performed by the joint hardware 31 is common. For this reason, the combination in a junction part can be made free, and the freedom degree, such as recombination of a shaft group and a shaft group panel 12,13,14,15, exchange, and addition, is high. The shaft assembly once formed can be disassembled and is convenient for movement.

たとえば、複数の軸組ユニット１１ａ，１１ｂを、図１８に示したようにＴ字形に組むのも、図１９に示したようにＬ字形に組むのも、同様の部材の組み合わせで自由にできる。軸組ユニット１１ａ，１１ｂ同士の接合は、接合金物３１部分で行うので、線材２１同士を固定する間場合に比して、線材に脆性をもたらすことなく、強度を確保できる。   For example, it is possible to freely assemble a plurality of shaft assembly units 11a and 11b in a T shape as shown in FIG. 18 or in an L shape as shown in FIG. Since the joining of the shaft units 11a and 11b is performed at the joint metal part 31, the strength can be ensured without causing brittleness to the wire as compared with the case where the wires 21 are fixed.

また、軸組の一部の軸組パネル１２，１３，１４，１５が損傷したり、開口部のないところに開口部を形成したくなったりしたような場合には、必要に応じて軸組パネル１２，１３，１４，１５の交換をすることで、使用を継続させたり必要な変更をしたりすることが可能となる。さらに、軸組パネル１２，１３，１４，１５の一部のパネルを取り外して別の軸組を継ぎ足せば、床面積を広げたり間取りを変更したりすることができる。   In addition, if a part of the shaft panel 12, 13, 14, 15 of the shaft set is damaged or if it is desired to form an opening in a place where there is no opening, the shaft set is necessary. By exchanging the panels 12, 13, 14, and 15, it becomes possible to continue use or make necessary changes. Furthermore, if a part of the shaft assembly panels 12, 13, 14, and 15 are removed and another shaft assembly is added, the floor area can be increased or the floor plan can be changed.

そのうえ、線材２１の端面２２が接合金物３１に当接した状態で接合されるので、ユニットハウス１１の組立てに際して施工順序が大きく制限されることはなく、施工が簡易迅速に行える。また、軸組を組み立てた後においても、線材２１の交換が可能であり、長期間にわたって使用できるユニットハウス１１となる。   In addition, since the end face 22 of the wire rod 21 is bonded in a state of being in contact with the metal fitting 31, the construction order is not greatly limited when the unit house 11 is assembled, and the construction can be performed quickly and easily. Further, even after the shaft assembly is assembled, the wire 21 can be replaced, and the unit house 11 can be used for a long period of time.

さらに、各軸組パネル１２，１３，１４，１５においては、線材２１を前記の接合金物３１で接合するので、線材２１の接合作業が容易であり、軸組パネル１２，１３，１４，１５の製造が簡易迅速に行える。しかも線材２１は端面２２が当接するように接合されるので強固な固定状態を得ることができ、板倉材からなる面材４１と筋かい５１も一体化されるので、強度の高いパネルとなる。   Furthermore, since the wire rod 21 is joined by the joint metal 31 in each of the shaft assembly panels 12, 13, 14, and 15, the joining work of the wire rod 21 is easy, and the shaft assembly panels 12, 13, 14, and 15 are connected. Manufacturing is simple and quick. In addition, since the wire 21 is joined so that the end face 22 comes into contact therewith, a strong fixed state can be obtained, and the face material 41 and the brace 51 made of a plate material are also integrated, so that a high-strength panel is obtained.

軸組パネル１２，１３，１４，１５はこのような特徴を有し、接合金物３１まで一体化されているので、取り扱い性が良好で、施工が容易で、自由に軸組が得られるので、これまでにない貸し出しの建築物を得ることもできる。   Since the shaft assembly panels 12, 13, 14, and 15 have such characteristics and are integrated up to the joint hardware 31, the handleability is good, the construction is easy, and the shaft assembly can be obtained freely. You can also get a rental structure that has never been rented.

つぎに、他の形態について説明する説明する。この説明において、先の構成と同一又は同等の部位については同一の符号を付してその詳しい説明を省略する。   Next, another embodiment will be described. In this description, parts that are the same as or equivalent to those in the previous configuration are given the same reference numerals, and detailed descriptions thereof are omitted.

図２０は、移動式の小空間、特に屋内で使用する茶室、商品の展示又は販売のための空間、物産展用の作業空間等として好適に使用できるユニットハウス１１の正面側角から見た斜視図である。   FIG. 20 is a perspective view seen from the front side of the unit house 11 that can be suitably used as a mobile small space, in particular, a tea room used indoors, a space for displaying or selling products, a work space for product exhibition, and the like. FIG.

このユニットハウス１１は、平らな床面等の設置面や、図２０に示したような台座部材１０１の上に設置して使用されるもので、軸組の主要部分は、線材２１と接合金物３１で構成される。線材２１は、柱材の役割を果たす垂直材２３と、土台又は梁材の役割を果たす水平材２４である。接合金物３１は、前述と同様である。   The unit house 11 is used by being installed on an installation surface such as a flat floor surface or a pedestal member 101 as shown in FIG. 20, and the main part of the shaft assembly is composed of a wire 21 and a joint hardware. 31. The wire rods 21 are a vertical member 23 serving as a pillar member and a horizontal member 24 serving as a base or a beam member. The metal joint 31 is the same as described above.

すなわち、垂直材２３は、四隅に配設され、これら垂直材２３の間に掛け渡すように上下に４本ずつ水平材２４が配設され、これら垂直材２３と水平材２４が接合金物３１で接合される。   That is, the vertical members 23 are arranged at the four corners, and four horizontal members 24 are arranged on the upper and lower sides so as to span between the vertical members 23, and the vertical members 23 and the horizontal members 24 are joined by the metal fitting 31. Be joined.

図２１は、ユニットハウス１１の分解状態の概略を示す斜視図、図２２は、ユニットハウス１１の要部を斜め上から見た状態の斜視図である。   FIG. 21 is a perspective view showing an outline of the disassembled state of the unit house 11, and FIG. 22 is a perspective view of the main part of the unit house 11 as viewed from obliquely above.

すなわち、土台となる下の水平部材２４を接合金物３１で接合するとともに、この接合時に、水平部材２４で囲まれる面空間に、格子状に組まれた角材からなる大引部材１０２が取り付けられ、この大引部材１０２の上には、あとで、合板等からなる下地材１０３が敷設される。下地材１０３の上には、図２０、２２に示したように畳１０４が敷き込まれる。同様に、梁材となる上の水平部材２４を接合金物３１で接合するときには、水平部材２４で囲まれる面空間に、格子状に組まれた角材からなる天井部材１０５が取り付けられる。この例のユニットハウス１１は、屋内で使用するものであるので、屋根は不要であるが、必要であれば所望の屋根を装着してもよい。   That is, the lower horizontal member 24 that serves as a base is joined with the joint hardware 31, and at the time of joining, the large pulling member 102 made of square members assembled in a lattice shape is attached to the surface space surrounded by the horizontal member 24, A base material 103 made of plywood or the like is laid on the large pulling member 102 later. A tatami mat 104 is laid on the base material 103 as shown in FIGS. Similarly, when the upper horizontal member 24 to be a beam member is joined by the joint metal 31, the ceiling member 105 made of square members assembled in a lattice shape is attached to the surface space surrounded by the horizontal member 24. Since the unit house 11 in this example is used indoors, a roof is not necessary, but a desired roof may be attached if necessary.

また、上下の水平部材２４を接合する接合金物３１は、前述の接合金物３１と構造は同一であるものの具体的な寸法は異なる。つまり、接合時に外側に接合金物３１が露出するのを避けるため、図２３に示したように、接合金物３１の平面視の大きさを垂直材２３の端面２２よりも若干小さくして、接合金物３１を垂直材２３及び水平材２４の内側にあわせて固定したときに接合金物３１の外側に適宜の空間ができるように設定されている。この空間に、アングル状に形成された木製の隠蔽部材１０６が固定される。隠蔽部材１０６は、両端に嵌合凸部１０６ａが形成され、この嵌合凸部１０６ａが水平部材２４の端面２２に形成された嵌合凹部２２ａに嵌合される。また、隠蔽部材１０６は、取り付けたときにその外面が水平部材２４及び垂直部材２３の外面と面一になるように厚さが設定されている。   Moreover, although the metal fitting 31 which joins the upper and lower horizontal members 24 has the same structure as the above-mentioned metal fitting 31, the specific dimensions are different. That is, in order to avoid the joint metal 31 being exposed to the outside during joining, the size of the joint metal 31 in plan view is slightly smaller than the end surface 22 of the vertical member 23 as shown in FIG. When 31 is fixed to the inside of the vertical member 23 and the horizontal member 24, an appropriate space is set on the outside of the metal joint 31. A wooden concealing member 106 formed in an angle shape is fixed in this space. The concealing member 106 has fitting convex portions 106 a formed at both ends, and the fitting convex portions 106 a are fitted into fitting concave portions 22 a formed on the end surface 22 of the horizontal member 24. Further, the thickness of the concealing member 106 is set so that the outer surface thereof is flush with the outer surfaces of the horizontal member 24 and the vertical member 23 when attached.

このような構成の主要部分に対して、外側の空間との間を仕切るための壁面等を形成すると、ユニットハウス１１は完成する。   The unit house 11 is completed when a wall surface or the like for partitioning with the outer space is formed for the main part having such a configuration.

垂直材２３と水平材２１で囲まれた４個の開口部は、図２０、図２２に示したように、にじり口１０７と出入口１０８を残して、封鎖される。封鎖は、角材からなる格子状に組まれた桟部材１０９と、この桟部材１０９の内外両面に貼り付けられる方形をなすタイル状の壁材１１０で行われる。   As shown in FIGS. 20 and 22, the four openings surrounded by the vertical member 23 and the horizontal member 21 are blocked, leaving the squeeze port 107 and the entrance / exit 108. The blockade is performed by a crosspiece 109 made of square material and assembled in a lattice shape, and a tile-shaped wall member 110 having a square shape attached to both the inside and outside of the crosspiece 109.

桟部材１０９は、前記にじり口１０７と出入口１０８部分を除いて格子状をなし、図２４にも示したように、前記壁材１１０を貼り付けたときに壁材１１０間にあらわれて垂直材２３及び水平材２４の外面と面一になる突条１０９ａが形成されている。突条１０９ａは、意匠上の効果のためのものである。また、桟部材１０９の壁内部位置には、前記壁材１１０を固定するための段部１０９ｂが、角材の固定によって適宜形成されている。   The crosspiece member 109 is formed in a lattice shape except for the part of the opening 107 and the entrance 108, and as shown in FIG. 24, the wall member 110 appears between the vertical members 23 and the wall member 110 when the wall member 110 is attached. A protrusion 109 a that is flush with the outer surface of the horizontal member 24 is formed. The protrusion 109a is for the effect on the design. Further, a stepped portion 109b for fixing the wall member 110 is appropriately formed at a position inside the wall of the crosspiece member 109 by fixing a square member.

前記壁材１１０には、適宜の板材を使用することができるが、たとえば藺草をバインダーで固めて形成した藺草ボードを用いると茶室空間としての雰囲気を醸し出せてよい。また、この例においては、壁材を縦横に４枚ずつ固定できるように前記桟部材１０９を構成しているので、壁材の色を適宜変えることによって、たとえば市松模様など、適宜の模様を表現できる。前記藺草ボードを用いた場合には、青みを帯びたものから黄色く焼けたものまで、適宜の色のものを使用することで、落ち着いた雰囲気を表現できる。このような壁材１１０は、図２４に示したように、垂直材２３、水平材２４及び桟部材１０９との間に嵌め込まれ、前記段部１０９ｂに適宜の手段で固定される。   An appropriate plate material can be used for the wall material 110. For example, a cocoon board formed by fixing coconut grass with a binder may create an atmosphere as a tea room space. Further, in this example, the crosspiece member 109 is configured so that four wall materials can be fixed vertically and horizontally, so that an appropriate pattern such as a checkered pattern can be expressed by appropriately changing the color of the wall material. it can. In the case of using the above-mentioned reed grass board, it is possible to express a calm atmosphere by using the appropriate color from bluish to yellow burnt. As shown in FIG. 24, such a wall member 110 is fitted between the vertical member 23, the horizontal member 24, and the crosspiece member 109, and is fixed to the step portion 109b by an appropriate means.

前記壁材１１０は、桟部材１０９を両側から挟むように固定され、壁材１１０間には空間が形成されるので、この空間に照明（図示せず）を収容すれば、光透過性を有する前記藺草ボードからなる壁材１１０を通して光が漏れる、幻想的な雰囲気を演出できる。   The wall member 110 is fixed so that the crosspiece member 109 is sandwiched from both sides, and a space is formed between the wall members 110. Therefore, if an illumination (not shown) is accommodated in this space, the wall member 110 has light transmittance. It is possible to produce a fantastic atmosphere in which light leaks through the wall material 110 made of the grass board.

壁材１１０には、ガラスなど、透視を可能とする材質のものを用いて窓や採光等の機能を持たせるもよい。   The wall material 110 may have a function such as a window and daylighting using a material such as glass that can be seen through.

前記封鎖は、図２５に示したようなパネル材１１１を開口部に嵌め込んで行うこともできる。パネル材１１１は、外周を囲む枠材１１２と、この枠材１１２の厚さ方向の中間位置に外周縁が食い込んだ状態で前記枠材１１２内に嵌め込まれる板材１１３と、この板材１１３の両面において枠材１１２内に固定される桟材１１４とで構成される。枠材１１２及び桟材１１４には、前記突条１０９ａと同様の突条１１２ａ，１１４ａが形成されている。   The blocking may be performed by fitting a panel material 111 as shown in FIG. 25 into the opening. The panel member 111 includes a frame member 112 that surrounds the outer periphery, a plate member 113 that is fitted into the frame member 112 in a state in which an outer peripheral edge has bitten into an intermediate position in the thickness direction of the frame member 112, and both surfaces of the plate member 113. It is comprised with the crosspiece 114 fixed in the frame material 112. FIG. The frame material 112 and the crosspiece 114 are formed with protrusions 112a and 114a similar to the protrusion 109a.

前記枠材１１２と桟材１１４には、図２６に示したように、前記壁材１１０が内外両面側から貼り付けられる。   As shown in FIG. 26, the wall material 110 is attached to the frame material 112 and the crosspiece 114 from both the inside and outside surfaces.

前記パネル材１１１が、枠材１１２と板材１１３と桟材１１４を有する構成であるので、前記開口部に取り付けたときには、開口部を閉鎖するほか、軸組の形態を積極的に安定させる機能も有する。   Since the panel member 111 has a frame member 112, a plate member 113, and a crosspiece member 114, when the panel member 111 is attached to the opening portion, in addition to closing the opening portion, there is also a function of positively stabilizing the form of the shaft assembly. Have.

なお、前記突条１０９ａ，１１２ａ，１１４ａを省略することもできる。   In addition, the said protrusion 109a, 112a, 114a can also be abbreviate | omitted.

また、前記開口部の閉鎖は、たとえば格子やすだれ、巻取り式の日除けなどで行うこともできる。開口部は開口状態のままであるもよい。開口部を閉鎖する壁材が、形状、模様、色彩等の意匠、前記のように内部に照明を収容したか積極的に開口部を補強するパネル材１１を用いるか等の構造、にじり口１０７や出入り口１０８、あるいは窓（図示せず）などの開口位置が様式化されたものを備えて、これらを適宜使用するようにすれば、様々な形態のユニットハウス１１を容易に得ることができる。   Further, the opening can be closed by, for example, a lattice or a saddle, a wind-up sunshade or the like. The opening may remain open. The wall material for closing the opening is a design such as a shape, pattern, color, etc., a structure such as whether the panel material 11 that houses the illumination inside or positively reinforces the opening as described above, the opening 107 or the like Various types of unit houses 11 can be easily obtained by providing a stylized opening position such as the entrance / exit 108 or a window (not shown) and using them appropriately.

さらに、茶室として必要であるなら、にじり口１０７等に引き戸をつけてもよい。   Furthermore, if necessary as a tea room, a sliding door may be attached to the lip 107 or the like.

さらにまた、床の間や水屋が必要であるならば、図１８、図１９に示したようにして、一部分を突出させてそれらを形成することもできる。   Furthermore, if a space between floors or a water shop is required, they can be formed by partially projecting them as shown in FIGS.

このように構成されたユニットハウス１１は、茶室等として簡便に利用できる。組立てや分解も容易で、吊りボルトを利用すれば移動も難なく行える。したがって、たとえばクラブ活動や商品の展示等に有効に使用できる。   The unit house 11 configured as described above can be easily used as a tea room or the like. Easy to assemble and disassemble, and can be moved without difficulty using suspension bolts. Therefore, it can be effectively used for club activities, product displays, and the like.

また、たとえば商品を展示したり販売したりする空間や、地方の物産展などを百貨店等で行う場合に職人が入る空間などとして利用する場合には、容易に雰囲気を作り出すことができ、十分な情報伝達が可能で、販売促進にも貢献する。   In addition, for example, when using as a space to display or sell products, or as a space where craftsmen enter when performing local product exhibitions at department stores, etc., an atmosphere can be easily created and sufficient It can communicate information and contribute to sales promotion.

図２７は、屋外でも使用できる屋根つきのユニットハウス１１の例を示し、この図では、屋根部分を分解した状態を示している。このユニットハウス１１は、軸組の主要部分が線材２１と接合金物３１で構成され、この主要部分に、図２７、図２８に示したような１枚の床板材１２１と、４枚の壁板材１３１と、４枚の屋根板材１４１を固定して構成される。   FIG. 27 shows an example of a unit house 11 with a roof that can be used outdoors, and this figure shows a state in which the roof portion is disassembled. In the unit house 11, the main part of the shaft assembly is composed of a wire rod 21 and a metal joint 31, and the main part includes one floor board 121 and four wall boards as shown in FIGS. 131 and four roofing sheet materials 141 are fixed.

これら床板材１２１、壁板材１３１および屋根板材１４１は、前記図４等に示したように、複数枚の落とし込み板４２を接合してパネル化してなるものである。そして、前記壁板材１３１については、前記と同様に、図２８に示したように線材２１に設けた溝２５に入り込む縁１３１ａが形成されている。このため、前記と同様に、板倉材として作用するものであるため、施工が容易であり、高強度の耐力壁となるなどの前記の効果を有する。   These floor board material 121, wall board material 131, and roof board material 141 are formed by joining a plurality of dropping plates 42 into a panel as shown in FIG. And as for the said wall board material 131, the edge 131a which penetrates into the groove | channel 25 provided in the wire 21 as shown in FIG. 28 is formed similarly to the above. For this reason, since it acts as a plate material like the above, construction is easy and it has the above-mentioned effects such as a high strength bearing wall.

また、この例の壁板材１３１では特に、表裏両面における四隅部分に、規制板が固定されている。規制板１３２は、直角をなす角部１３２ａを有する適宜厚の板で構成され、前記角部１３２ａ以外の形状は、外観美麗になるように適宜形成される。そして固定は、壁板材１３１における前記縁１３１ａを除いた部分の角に、規制板１３２の角部１３２ａが合致するように固定される。固定はネジ（図示せず）など適宜の手段で行われ、ネジを用いた場合には頭部に化粧が施される。   Moreover, in the wall board material 131 of this example, the restriction | limiting board is especially fixed to the four corner parts in front and back both surfaces. The restricting plate 132 is composed of a suitably thick plate having a corner portion 132a that forms a right angle, and the shape other than the corner portion 132a is appropriately formed so that the appearance is beautiful. And fixation is fixed so that the corner | angular part 132a of the control board 132 may correspond to the corner | angular part of the wall board material 131 except the said edge 131a. The fixing is performed by an appropriate means such as a screw (not shown), and when the screw is used, the head is decorated.

壁板材１３１がこのような規制板１３２を有するので、壁板材１３１を線材２１に固定したときには、図２９に示したように、規制板１３２の端面１３２ｂが線材２１に面接触して相互間の位置関係を規制するので、前記のように板倉材として作用することによる効果に加えて、線材２１の建ちを出しやすいという効果が得られる。このため、より強度の高いユニットハウス１１を簡単に得られる。   Since the wall plate 131 has such a restriction plate 132, when the wall plate 131 is fixed to the wire 21, the end surface 132b of the restriction plate 132 comes into surface contact with the wire 21 as shown in FIG. Since the positional relationship is regulated, in addition to the effect obtained by acting as a plate material as described above, the effect that the wire 21 is easily built can be obtained. For this reason, the unit house 11 with higher strength can be easily obtained.

前記壁板材のうち、必要か所には扉や窓を取り付けるための開口１３３，１３４が形成される。また、前記４枚の屋根板材１４１は下面に断熱材（図示せず）を有するなど、必要に応じて適宜形成されている。たとえば屋根板材１４１に透明材からなる天窓を形成すれば、流星観測など自然観察用の移動可能な簡易なユニットハウス１１とすることができる。なお、屋根板材１４１は４枚でなくともよい。   Openings 133 and 134 for attaching doors and windows are formed at necessary places in the wall plate material. Further, the four roof plate members 141 are appropriately formed as necessary, such as having a heat insulating material (not shown) on the lower surface. For example, if a skylight made of a transparent material is formed on the roof plate 141, a simple movable unit house 11 for natural observation such as meteor observation can be obtained. Note that the number of roof plate materials 141 is not limited to four.

図３０は、前記接合金物３１の他の例の基本構造を示している。すなわち、線材２１の端面２２を接合可能にする接合面３２に、線材２１を結合するための結合具を保持する前記貫通孔３５に代えて、差込板３９が溶接等により形成される。差込板３９は、線材２１の端部に形成された縦スリット２６に差し込まれるもので、縦方向に延びており、下端には受け片３９ａが形成されている。また、差込板は線材２１の結合に必要な切欠部３９ｂと貫通孔３９ｃを有する。   FIG. 30 shows a basic structure of another example of the metal joint 31. That is, the insertion plate 39 is formed by welding or the like in place of the through hole 35 that holds the coupler for joining the wire 21 to the joining surface 32 that enables the end surface 22 of the wire 21 to be joined. The insertion plate 39 is inserted into the vertical slit 26 formed at the end of the wire 21, extends in the vertical direction, and a receiving piece 39 a is formed at the lower end. Further, the insertion plate has a notch 39b and a through hole 39c necessary for coupling the wire 21.

差込板３９は、すべての接合面３２に形成されるのではなく、使用される箇所に応じて必要な接合面３２に形成される。   The insertion plate 39 is not formed on all the bonding surfaces 32 but is formed on the necessary bonding surfaces 32 according to the location to be used.

上記の構成はこの発明を実施するための一形態であって、この発明は上記の構成のみに限定されるものではなく、その他の構成を採用することもできる。 The above configuration is an embodiment for carrying out the present invention , and the present invention is not limited to the above configuration, and other configurations can be adopted.

１１…ユニットハウス
２１…線材
２３…垂直材
２４…水平材
４２…落とし込み板
１３１…壁板材
１３１ａ…縁
１３２…規制板
１３２ａ…角部
１３１ｂ…端面 11 ... Unit house 21 ... Wire 23 ... Vertical 24 ... Horizontal
42 ... Dropping board
131 ... Wall board material
131a ... Rim
132 ... Regulatory plate
132a ... Corner
131b ... end face

Claims (4)

線材が接合されてなる木造軸組構造における線材で囲まれる空間内に固定される方形状の壁板材であって、
全周に、前記線材としての垂直にのびる垂直材と水平にのびる水平材の厚み方向の中間に形成された溝に入り込む縁が形成されるとともに、
表裏両面の四隅部分における前記縁より内側の直角をなす端部に、前記縁が前記溝に入り込んで前記垂直材を垂直にし前記水平材を水平にする状態で前記垂直材又は水平材の側面における厚み方向中間の前記溝の側部に面接触する直角をなす２つの端面を有した平板状の規制板が、前記直角をなす端部を挟むように面接触状態であらかじめ固定されている
壁板材。 A rectangular wall plate fixed in a space surrounded by wires in a wooden frame structure formed by joining wires,
The entire circumference, with the edge to enter the intermediate formed groove in the thickness direction of the horizontal member extending vertically and horizontally material extending vertically as the wire is made form,
The end which forms the inside of the right angle than the edges of both sides of the four corners, the sides of the uprights or horizontal member in a state to level the said horizontal member said edge is perpendicular to the uprights enters into the groove A flat plate-like regulating plate having two end faces that form a right angle that comes into surface contact with the side portion of the groove in the middle in the thickness direction is fixed in advance in a surface contact state so as to sandwich the end portion that forms the right angle <br>/> Wall board material. 前記規制板が、直角をなす前記垂直材と水平材の間の角部分に当接する角部を有するものである
請求項１に記載の壁板材。 The wall board material according to claim 1, wherein the regulating plate has a corner portion that abuts on a corner portion between the vertical member and the horizontal member that form a right angle. 当該壁板材が落とし込み板を接合してパネル化されたものである
請求項１または請求項２に記載の壁板材。 The wall board material according to claim 1 or 2, wherein the wall board material is formed into a panel by joining dropped plates. 請求項１から請求項３のうちのいずれか一項に記載の前記壁板材を用いた
木造軸組構造。 The wooden frame structure using the said wall board material as described in any one of Claims 1-3.
JP2011112237A 2008-12-08 2011-05-19 Wall plate and wooden frame structure Active JP5061253B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011112237A JP5061253B2 (en) 2008-12-08 2011-05-19 Wall plate and wooden frame structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2008312002 2008-12-08
JP2008312002 2008-12-08
JP2011112237A JP5061253B2 (en) 2008-12-08 2011-05-19 Wall plate and wooden frame structure

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2010541980A Division JPWO2010067523A1 (en) 2008-12-08 2009-11-26 Wooden frame structure and frame panel used therefor

Publications (2)

Publication Number Publication Date
JP2011247081A JP2011247081A (en) 2011-12-08
JP5061253B2 true JP5061253B2 (en) 2012-10-31

Family

ID=42242521

Family Applications (2)

Application Number Title Priority Date Filing Date
JP2010541980A Pending JPWO2010067523A1 (en) 2008-12-08 2009-11-26 Wooden frame structure and frame panel used therefor
JP2011112237A Active JP5061253B2 (en) 2008-12-08 2011-05-19 Wall plate and wooden frame structure

Family Applications Before (1)

Application Number Title Priority Date Filing Date
JP2010541980A Pending JPWO2010067523A1 (en) 2008-12-08 2009-11-26 Wooden frame structure and frame panel used therefor

Country Status (3)

Country Link
JP (2) JPWO2010067523A1 (en)
CN (1) CN102245842A (en)
WO (1) WO2010067523A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017190577A (en) * 2016-04-12 2017-10-19 株式会社アクト Wooden system building method
JP7385326B1 (en) * 2023-06-08 2023-11-22 株式会社アクト Conventional framework construction method and shaft construction panels used therein

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2999202B1 (en) * 2012-12-12 2015-06-19 Eurl Pascal Lorin WOOD CONSTRUCTION
EP3068953A1 (en) * 2013-09-19 2016-09-21 Vieira De Oliveira, Ricardo Diogo Camacho Construction structure for houses and buildings
JP6541107B2 (en) * 2015-07-09 2019-07-10 パナソニックＩｐマネジメント株式会社 Building unit and installation method thereof
JP6587183B2 (en) * 2015-11-05 2019-10-09 パナソニックＩｐマネジメント株式会社 Column base bracket and cover used therefor
JP7050609B2 (en) * 2018-07-24 2022-04-08 積水化学工業株式会社 Manufacturing method of cabin back unit and floor structure of cabin back unit
JP6846455B2 (en) * 2019-03-29 2021-03-24 大建工業株式会社 Unit room and unit room connection
JP7002798B1 (en) 2021-06-03 2022-02-14 株式会社アクト How to use the right angle forming member
JP7369165B2 (en) * 2021-08-16 2023-10-25 ミサワホーム株式会社 residential unit

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS46423Y1 (en) * 1966-06-24 1971-01-08
JP2854152B2 (en) * 1991-03-20 1999-02-03 株式会社竹中工務店 Glass curtain wall mounting structure
JP3194724B2 (en) * 1998-12-28 2001-08-06 照夫 菅野 Building wall structure and building wall construction method
JP2001159197A (en) * 1999-12-03 2001-06-12 Sekisui Chem Co Ltd Joining fitting and unit building
JP3683262B2 (en) * 2002-12-16 2005-08-17 日昭住宅株式会社 Reinforcement structure and reinforcement for corners in wooden buildings
JP4494129B2 (en) * 2004-08-25 2010-06-30 株式会社竹中工務店 Joining method and structure of column beam frame with wooden structure material
CN100451258C (en) * 2005-04-18 2009-01-14 德胜（苏州）洋楼有限公司 Improvement of windproof and antiknocking performances of wooden-structure house
CN200975025Y (en) * 2006-10-26 2007-11-14 陈俊菁 Wood joist house structural
CN101109194B (en) * 2007-08-20 2010-05-19 苏州皇家整体住宅***有限公司 Wood-construction one-way ventilating heat preserving wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017190577A (en) * 2016-04-12 2017-10-19 株式会社アクト Wooden system building method
JP7385326B1 (en) * 2023-06-08 2023-11-22 株式会社アクト Conventional framework construction method and shaft construction panels used therein

Also Published As

Publication number Publication date
CN102245842A (en) 2011-11-16
JP2011247081A (en) 2011-12-08
JPWO2010067523A1 (en) 2012-05-17
WO2010067523A1 (en) 2010-06-17

Similar Documents

Publication Publication Date Title
JP5061253B2 (en) Wall plate and wooden frame structure
US20130259563A1 (en) Universal construction bracket method and apparatus
KR20090041191A (en) A framework connection structrure for the prefabricated house
JP2005315059A (en) Building, building frames and construction method of building
KR200402353Y1 (en) Frame connector and steel house framed structure using the same
JP3112386U (en) Prefab building
JP3131633U (en) Wooden frame for wooden frame
JP6037866B2 (en) Residential building for exhibition
JP2004346527A (en) Wall structured building
JP7369095B2 (en) Structure of overhang part of building
JP4919126B2 (en) Structural member and assembly method thereof
TWI711751B (en) Lightweight housing house
JP5266147B2 (en) Sleeve wall of the entrance of the apartment
JP2018123601A (en) Partition panel
JPH1181470A (en) Skeleton assembling structure for simplified building
JP2774058B2 (en) Three-storey unit building
KR101209945B1 (en) The Prefabcated Hanok
JP6037865B2 (en) Residential building for exhibition
ES2289881B1 (en) ALUMINUM PANEL SYSTEM FOR COATINGS AND PARAMENT CONFORMATION.
JP2559366Y2 (en) Building assembly structure
JP2000160854A (en) Assembling type partition
JP2023112405A (en) Unit building and material for building
JPH0243933Y2 (en)
JP2024008920A (en) Frame structure, partition structure and frame structure construction method
JP4201209B1 (en) Support framework structure

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111121

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20111213

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20111220

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120111

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120321

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120521

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: 20120710

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120806

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150810

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5061253

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250