JP5807228B2 - A wooden frame structure of buildings made of small-diameter wood. - Google Patents

A wooden frame structure of buildings made of small-diameter wood. Download PDF

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JP5807228B2
JP5807228B2 JP2013157317A JP2013157317A JP5807228B2 JP 5807228 B2 JP5807228 B2 JP 5807228B2 JP 2013157317 A JP2013157317 A JP 2013157317A JP 2013157317 A JP2013157317 A JP 2013157317A JP 5807228 B2 JP5807228 B2 JP 5807228B2
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林　徹
徹 林
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林　徹
徹 林
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    • 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

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Description

本発明は、小径木の角材からなる建築物の木造骨組構造に関するものである。   The present invention relates to a wooden frame structure of a building made of small-diameter timber.

森林の６７％が杉・桧で伐採時期を迎え、森林資源の有効利用と木材産業の活性化を図ることが望まれています。近代都市の中で木材の利用が減っており、森林の伐採→植林→保育→再び伐採の環境が減っています。
大切な間伐などの保育作業が遅れている森林も多く、間伐材の積極的な利用も大きな課題です。
このまま木材の利用が減少すれば、山が荒廃し、里山で進化してきた生物が棲みにくく、生態系が崩れて森林は人々も生活や利用しにくい森林になります。
森林の整備が進み、山崩れや表土の流出を防ぐとともに、保水力が増大し、森林環境の改善が進み、木材を有効利用されることで植林地の良好な環境ができ生物の多様性が生まれ、里山が維持でき、木材産業の活性化と発展が図れます。 As 67% of the forest reaches the time of logging with cedar and straw, it is hoped that the forest resources will be used effectively and the timber industry will be activated. The use of timber is decreasing in modern cities, and forest cutting → planting → childcare → logging environment is decreasing again.
There are many forests where childcare work such as important thinning is delayed, and active use of thinned wood is also a major issue.
If the use of timber continues to decline, the mountains will be devastated, the organisms that have evolved in the satoyama will be hard to live, the ecosystem will be destroyed, and the forest will become a forest that is difficult for people to live and use.
Forest maintenance advances, preventing landslides and outflow of topsoil, increasing water retention capacity, improving the forest environment, and making effective use of timber, creating a favorable environment for plantation and creating biodiversity , Can maintain the satoyama, revitalize and develop the timber industry.

このような考え方に基づいて、古くから間伐材から形成した小径木の木造骨組構造が開発されている。   Based on this concept, a wooden frame structure of small-diameter wood formed from thinned wood has been developed for a long time.

特開２０１２−８２６０９号公報JP 2012-82609 A 特公平７−９１８６３号公報Japanese Examined Patent Publication No. 7-91863 特許第２６０１１１５号公報Japanese Patent No. 2601115 「集成材建築」 (有)建築思潮研究所 発行１９９５年８月２５日１７８〜１８２頁“Glulam construction” (Architecture Architectural Institute) August 25, 1995, pages 178-182

特許文献１については、小径木を当接状態に纏めた構造体柱、構造体梁の木造建築物で、梁材はボルトで接合し、小径木柱と小径木柱を羽子板金物で接続されている。
しかし、ボルトでの接合では小径木の本数分だけの荷重の支持である。
また、小径木柱と小径木梁を２段の羽子板金物で接続では水平荷重が別々にかかり、仕口の接合部がピン接合で弱く、準耐火性もない構造です。 For Patent Document 1, a structural column in which small-diameter trees are brought into contact with each other and a wooden structure beam, the beam members are joined by bolts, and the small-diameter wooden column and the small-diameter wooden column are connected by a feather metal plate. Yes.
However, in joining with bolts, a load corresponding to the number of small diameter trees is supported.
In addition, when connecting small-diameter wooden pillars and small-diameter wooden beams with two-staged sheet metal parts, horizontal loads are applied separately, and the joints of joints are weak due to pin joints, and there is no quasi-fire resistance.

特許文献２については、幅および高さが同一の木質単位素材の自由な組み合わせで中空のある柱や梁を構成し、中空部の中空部構造材も幅および高さが同一の木質単位素材を組み合わせることで中空部に嵌め込む中空部構造材、継手、仕口等も木質単位素材の幅および高さ寸法の整数倍の大きさになって、連結がし易く、電気配線、配管等が中空部に容易にできるが仕口の接合部が弱く、中空部の空気の通気がなく、黴が生え易い環境になるとともに火災時は煙道になり耐火性も弱い構造です。 Regarding Patent Document 2, a hollow column or beam is formed by a free combination of wood unit materials having the same width and height, and the hollow unit structural material of the hollow portion is also made of a wood unit material having the same width and height. When combined, the hollow structural material, joints, joints, etc. that fit into the hollow part are also integral multiples of the width and height of the wood unit material, making it easy to connect, and the electrical wiring, piping, etc. are hollow Although it can be easily formed in the part, the joint part is weak and there is no air ventilation in the hollow part.

特許文献３については、構造体構造における柱・梁接合部構造は構造体梁の端部に位置する端部材を構造体柱に貫通させ、これにボルトで剛に接合した接合部構造にしてあり、構造体柱はラミナした端部材の入隅に接し、接合部を高さ方向に貫通する４本の通し柱で挟み、管柱が下端面や天端面に突き当たり剛接合されている。
また、端部材と構造体梁は応力の小さい支持部の接合金物で接合され、純ラーメン構造の架構を組み立て合理的な架構になっているが柱が階の中間部で４本の通柱を同一場所で突き付けの継手がしてあり、管柱を通して上下のボルトで接続されているが突き付けた通柱と管柱に一体的に応力に対応ができず、応力の伝達は不十分でラーメン構造の曲げ応力が加わると管柱に大きな力が加わり、通柱と管柱を接続したボルトにも大きな加重がかかり、通柱の突き付け部とボルト部が破断し、管柱で荷重を支えて通柱には伝達が不十分な構造になり、弱い構造になっている。
また、ボルトと接合金物が露出することにより長期にわたり構造体柱のボルトと接合金物部に結露が発生し、腐食の原因とボルトと接合金物の錆の発生と結露による構造体柱のボルトと接合金物の接触部に腐食による木痩せが発生しるとともに火災時の初期から熱の影響を受け、ボルトと接合金物が歪み、構造体柱のボルトと接合金物部の接触部が熱の為に損傷する。 With respect to Patent Document 3, the column / beam joint structure in the structure is a joint structure in which an end member positioned at the end of the structure beam is passed through the structure column and is rigidly joined thereto with a bolt. The structural column is in contact with the corner of the laminated end member, sandwiched between the four through columns penetrating in the height direction, and the tube column hits the lower end surface and the top end surface and is rigidly bonded.
In addition, the end member and the structural beam are joined by the joint metal of the support part with low stress, and the frame of the pure ramen structure is assembled into a rational frame, but the column has four through-columns in the middle part of the floor. There is a fitting joint at the same place, and it is connected with the upper and lower bolts through the tube column, but it cannot cope with stress integrally with the column and tube column that are pressed, and the transmission of stress is insufficient and the ramen structure When bending stress is applied, a large force is applied to the tube column, and a large load is applied to the bolt connecting the through column and the tube column, and the abutment portion and the bolt portion of the through column break and the load is supported by the tube column. The pillar has a poorly transmitted structure and a weak structure.
In addition, exposure of the bolts and joint hardware causes condensation on the bolts and joint hardware of the structural column over a long period of time, causing corrosion, rusting of the bolts and joint hardware, and the bolts of the structural pillar due to condensation. Corrosion caused by corrosion occurs at the contact part of the hardware, and from the initial stage of the fire, the bolt and the joint hardware are distorted, and the contact between the bolt of the structural column and the joint hardware part is damaged due to heat. To do.

非特許文献１は木材を板材状にして短材をフィンガー継手で継ぎ積層の構造体柱・構造体梁にしているが板状の短材をフィンガー継手で継ぎ、板材を重層にして構造接着剤で接合し、大きなプレス機で接合させて構造体を製作し、はみ出した構造接着剤と材を削り加工が必要になる。
また、構造体建築における接合部は構造体梁部材と構造体梁部材、構造体柱部材と構造体梁部材を接続用挿入鋼板ガセットにトルフトピンで接続しているが構造体梁部材の継手はできるが構造体柱部材と構造体柱部材の継手は難しい。
さらに、金属を被覆しないで結合させている為、結露が発生し、経年変化で結露による金属部の錆や木材の腐食が見られ、火災時は金属部が熱を帯びて歪み、金属部の伝導熱で木部が大きく損傷していく、継手、仕口の接合部が弱く、金属部が耐火性も弱い構造です。 Non-Patent Document 1 uses wood as a plate material and short members as joint pillars / structure beams with finger joints, but the plate-like short members are joined with finger joints, and the plate materials are used as a structural adhesive. It is necessary to make a structure by joining with a large press, and to cut off the protruding structural adhesive and material.
In addition, the connecting part in the structure building connects the structural beam member and the structural beam member, and the structural column member and the structural beam member to the insertion steel plate gusset for connection with a torft pin. However, it is difficult to connect the structural column member and the structural column member.
In addition, because the metal is bonded without being coated, condensation occurs, and aging and corrosion of the metal part due to condensation are observed, and the metal part is heated and distorted in the event of a fire. It is a structure where the wood part is greatly damaged by the conduction heat, the joint part and joint joint are weak, and the metal part is weak in fire resistance.

本発明はかかる問題点を解決すべく発明されたものであって、柱、梁の構造体を構成する小径木の角材と、継手、仕口で使用するプレート金物とからなる木造骨組構造において、
小径木の形状をプレート金物が埋められる形状に対応させて形成し、
小径木同士を接着剤により接着して構成した構造体は、構造体の一端にＩ字形相欠きプレート金物の組合せからなるプレート金物を埋め込み、該プレート金物と小径木同士の接合を構造体に直交したボルト又はビスを使用して強固に結合し、
構造体同士の結合は構造体の一端に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する構造体を差し込み、ボルト又はビスで締結して結合し、その結果、継手、仕口を剛節構造としたことを特徴とする。The present invention was invented to solve such problems, and in a wooden frame structure composed of small-diameter wooden squares constituting the structure of pillars and beams, and joints and plate hardware used in joints,
To correspond to the shape that fills the shape of the small-diameter trees plates hardware formed,
A structure constructed by bonding small-diameter trees together with an adhesive embeds a plate hardware consisting of a combination of I-shaped phased plate hardware at one end of the structure, and the joint between the plate hardware and the small-diameter wood is orthogonal to the structure. firmly bonded using the bolts or screws,
The coupling between the structures is performed by inserting the structure to be coupled to the plate hardware composed of a combination of I-shaped phase-deficient plate hardware embedded in one end of the structure, and fastening by bolts or screws. The joint and joint have a rigid joint structure.

また、接着剤により接着された小径木同士の接着を、構造体に直交したボルトやビスを使用して接着をより強固にしたことを特徴とする。In addition, the bonding between the small-diameter trees bonded by the adhesive is made stronger by using bolts or screws orthogonal to the structure.

また、柱の継手は、下側の構造体柱または構造体袖付柱の上面に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する上側の構造体柱または構造体袖付柱の下面に差し込み、ボルト又はビスで締結して結合して、その結果、継手を剛節構造としたことを特徴とする。The pillars of the joint, to the plate hardware consisting of a combination of I-shaped-lap plate hardware embedded in the upper surface of the lower structure columns or structures armhole pillars, structures pillar upper side to bind or structure Insert the lower surface of the body armhole pillars engaged binding and bolted or screw, as a result, characterized in that the joint between Tsuyoshibushi structure.

また、梁の継手は、一方の構造体梁または構造体袖付梁の端部に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する他方の構造体梁または構造体袖付梁に差し込み、ボルト又はビスで結合して、その結果、継手を剛節構造としたことを特徴とする。Further, beams of joint, for the plate hardware composed of a combination of I-shaped-lap plate hardware embedded in the end of one of the structures beam or structure armhole beam, coupled to the other of the structures beam or structure Insert the armhole beam, engaged forming a bolt or screw, as a result, characterized in that the joint between Tsuyoshibushi structure.

また、仕口は大入れ及びほぞ加工をした構造体柱または構造体袖付柱に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する構造体梁または構造体袖付梁を差し込み、ボルトで接続して結合し、その結果、仕口を剛節構造としたことを特徴とする。Further, Joint large placed and against the plate hardware composed of a combination of I-shaped-lap plate hardware embedded in the structural body pillars or structures armhole Column was tenon processing structure beam or structure armhole beam that bind And is connected by bolts, and as a result, the joint has a rigid joint structure .

また、プレート金物、ボルト、ビスを被覆するように耐火材と埋木を埋めこむことを特徴とする。In addition, a refractory material and buried wood are embedded so as to cover the metal plate, bolt, and screw.

また、埋め込むＩ字形相欠きプレート金物の組合せからなるプレート金物は構造体の中心に位置していることを特徴とする。Further, the metal plate made of the combination of the I-shaped phase-deficient plate metal to be embedded is located at the center of the structure.

次に作用ついて説明する。本発明の小径木の角材からなる建築物の木造骨組構造は小径木の接合部に構造接着剤を塗布してボルト又はビスを介して接着を強固に接着し、構造体を形成する。
構造体の継手、仕口にプレート金物を相欠きに直交させて構造体とプレート金物をボルト又はビスを介し、ケミカル樹脂を注入することで三位一体の構造にすることができ、結合が強固な剛節構造ができる。 Next, the operation will be described. The wooden frame structure of a building made of small-diameter wooden timber of the present invention forms a structure by applying a structural adhesive to a joint portion of a small-diameter tree and firmly bonding the bolts or screws.
It is possible to make a three-piece structure by injecting a chemical resin through bolts or screws with the plate hardware orthogonal to the joints and joints of the structure, and with the bolts or screws. Ru can section structure.

本発明の小径木の角材からなる建築物の木造骨組構造は小径木の角材の接合部を構造接着剤と直交させたボルト又はビスを介して結合することで構造体柱または構造体梁を構成し、継手・仕口においてはプレート金物に直交させたボルトを介して剛節構造としたことで、三位一体の構造にすることができ構造計算が容易になり、許容耐力大きい大スパーンの木造建築や木造の中高層建築に利用できる。 The wooden frame structure of a building made of small-diameter wooden timber according to the present invention constitutes a structural column or structural beam by connecting small-diameter wooden timber joints via bolts or screws orthogonal to a structural adhesive. and, in the joint-joint that was Tsuyoshibushi structure via bolts are perpendicular to the plate hardware, structural calculation can be the structure of the Trinity is facilitated, Ya permissible yield strength greater large Spahn wooden building among the wooden can be used for high-layer architecture.

小径木の角材からなる建築物の木造骨組構造は小径木の角材に直交したボルト又はビスの締め付けで構造接着剤を薄くすることで接着力を強固にでき、三位一体の構造にすることで結合が強固で無垢材の大断面材より均一化できる。 Diameter wooden framework structure of a building comprising a square bar of wood can the adhesion firmly by thinning the structural adhesive fastening bolt or screw is perpendicular to the square bar of small diameter trees, is coupled by the structure of the Trinity Can be made more uniform than solid, solid, large-section material.

小径木を構造体にすることで防火性能が上がり準耐火構造（燃えしろ設計）にすることができ、プレート金物、ボルト、ビスにより形成された部分に耐火材と埋木で被覆をすることで金物部の結露の発生がなく、プレート金物、ボルト、ビスの防錆と結露による木材の腐食の発生がなくなり、火災時初期の熱の影響を排除でき、金物が熱のよる変形や強度低下を防ぎ、安全で結合が強固で恒久的な剛節構造の木造建築にすることができる。By making small-diameter wood into a structure, fireproofing performance is improved and a quasi-fireproof structure (burn-in design) can be made, and the parts formed by plate hardware, bolts and screws are covered with fireproof material and buried wood, and hardware There is no condensation on the parts, corrosion prevention of the wood due to rust prevention of plate hardware, bolts and screws and condensation can be eliminated, and the influence of heat at the beginning of the fire can be eliminated, and hardware deformation and strength reduction are prevented. It can be made into a wooden structure that is safe, firmly connected and permanent.

柱の継手は、上側の構造体柱または構造体袖付柱の下面をプレート金物が埋め込まれている下側の構造体柱または構造体袖付柱のプレート金物に差し込み、ボルト又はビスで接合して剛節構造の木造建築にすることができ、中高層建築が可能になる。 Pillar of the joint, insert the plate fittings of the lower structure columns or structures armhole pillars of the lower surface of the upper structure pillars or structures armhole pillar plate hardware are embedded, rigidly joined by bolts or screws can be in the wooden building of the section structure, it is possible to medium-high layer architecture.

仕口は構造体柱、構造体袖付柱にプレート金物に差し込み、ボルト又はビスで接合、一方の構造体梁または構造体袖付梁の端部を、プレート金物が埋め込まれている他方の構造体梁または構造体袖付梁のプレート金物に差し込み、ボルト又はビスで接合したことで結合が強固な剛節構造するこができる。 The joint is inserted into a structural column, a column with a sleeve in a plate , and joined with bolts or screws. The end of one structure beam or beam with a sleeve is embedded in the other structural beam in which the plate is embedded Or it can insert in the metal plate of a beam with a structure body sleeve, and it can connect with a volt | bolt or a screw, and can make a rigid joint structure with a strong coupling | bonding .

横架材の構造体梁は構造体柱、構造体袖付柱の中心と偏心の構成があるが中心にすることで仕口部のプレート金物やボルト及び構造体柱、構造体袖付柱、横架材の構造体梁に捩れが擱きにくく荷重を均等に伝えることができ荷重分布も良くなる。Structure beams structure pillar of horizontal members, structure armhole Column centered plate hardware or bolts and structures pillar Joint portion between this to but are centered arrangement of the eccentricity of the structure armhole columns, horizontal It is difficult to twist the structural beam of the frame, and the load can be transmitted evenly and the load distribution is improved.

プレート金物として十字形プレート金物、Ｔ字形プレート金物、Ｉ字形プレート金物、Ｌ字形相欠きプレート金物、鍔付きＩ字形プレート金物、鍔付きＬ字形プレート金物、Ｉ字形相欠きプレート金物、鍔付きＩ字形相欠きプレート金物を採用することにより、それ以外のプレート金物を採用した場合に比べ仕口部・継手部の剛節構造が得やすい。
特にＩ字形相欠きプレート金物、Ｌ字形相欠きプレート金物、鍔付十字形相欠きプレート金物はクロス交差させることによって、十字形にして相欠きプレート金物のままでプレート金物として使用できる。 Cross-shaped plate hardware, T-shaped plate hardware, I-shaped plate hardware, L-shaped phase missing plate hardware, I-shaped plate hardware with ridge, L-shaped plate hardware with ridge, I-shaped phase-less plate hardware, I-shaped with ridge By adopting phased plate hardware, it is easier to obtain a rigid joint structure at the joint and joint than when other plate hardware is used.
In particular, an I-shaped phase missing plate hardware, an L-shaped phase missing plate hardware, and a brazed cruciform phase missing plate hardware can be used as a plate hardware in the form of a cross shape by crossing them.

仕口には歪みが少ないプレート金物と木材加工部の隙間が少なくでき、施工精度が良くなり、注入する流動性のケミカル樹脂量を減らし、仕口・継手を強固に固定した剛節構造になる。 The joint can be made into a rigid joint structure with tightly fixed joints and joints, which can reduce the gap between the plate hardware with less distortion and the wood processing part, improve the construction accuracy, reduce the amount of fluid chemical resin to be injected. .

同隅部４本構造体偶数柱、８本構造体梁、仕口平面図4 corner structure even column, 8 structure beam, joint plan view 同中間部継手４本構造体偶数柱側面図Side view of even-numbered column with four intermediate joints 同中間部継手４本構造体偶数柱、６本構造体偶数柱平面図The intermediate joint 4 structure even column, 6 structure even column plan view 同４本構造体偶数柱脚部、６本構造体偶数柱脚部側面図Side view of the 4-column structure even column base and 6-structure even column base 同４本構造体偶数柱脚部、６本構造体偶数柱脚部平面図4 structure even column base, 6 structure even column top plan view 本発明に係る小径木の偶数柱断面・側面図Even-numbered section and side view of small-diameter wood according to the present invention 同小径木の奇数柱断面・側面図Cross section / side view of odd-numbered columns 同小径木の梁断面・側面図Cross section and side view of the same small diameter beam 同小径木の３方向十字形プレート金物加工部断面・側面図Cross section / side view of 3-direction cross-shaped plate hardware processing part 同構造体柱の３方向十字形プレート金物加工部断面・側面図Cross section / side view of 3-direction cross-shaped plate hardware processing part of the same structural column 同小径木の中間部継手十字形プレート金物加工部断面・側面図Cross section and side view 同構造体柱の中間部継手十字形プレート金物加工部断面・側面図Cross section and side view of the intermediate joint of the structural column 同十・Ｔ字形プレート金物平面・側面図10th and T-shaped plate hardware plane / side view 同十字形プレート金物平面・側面図Plane and side view of the cross-shaped plate hardware 同柱継手十字形プレート金物平面・側面図Plane / side view of the column joint cross-shaped plate hardware 同３方向部構造体偶数柱、８本構造体梁、仕口加工平面図3 direction part structure even column, 8 structure beam, joint processing plan view 同４本構造体偶数柱、８本構造体梁、仕口加工断・側面図4 structure even column, 8 structure beam, joint cutting cut, side view 同小径木の角材の４本構造体偶数柱、８本構造体梁全体構成図Four-structured even-numbered pillars of the same small-diameter wood, 8-structure beam overall configuration diagram 同４〜５０本構造体柱、６〜５４本構造体袖付柱平面図4-50 structure pillars, 6-54 pillars with structure sleeves plan view 同７〜５４本構造体袖付柱平面図１7 to 54 of this structure column with a sleeve plan view 1 同７〜５４本構造体袖付柱平面図２7 to 54 of this structure with pillars with sleeve plan view 2 同２列４〜１２本構造体梁、６〜１４本構造体袖付梁断面図Cross-sectional view of beam with 4 to 12 structure beams and 6 to 14 sleeves in the same row 同３列８〜１８本構造体梁、８〜２０本構造体袖付梁断面図Cross-sectional view of 8 to 18 structural beams and 8 to 20 structural beams 同３方向部４本構造体偶数柱、８本構造体梁、仕口平面図3 direction part 4 structure even column, 8 structure beam, joint plan view 同中央部４本構造体偶数柱、８本構造体梁、仕口平面図4 central structure even columns, 8 structural beams, joint plan view 同中間階４本構造体偶数柱、８本構造体梁、仕口断・側面図Same-floor 4 structure even column, 8 structure beam, joint cut, side view 同最上階４本構造体偶数柱、８本構造体梁、仕口断・側面図4 top structure even pillars, 8 structure beams, joint cut-off, side view 同中間階継手４本構造体偶数柱、８本構造体梁、仕口断・側面図Middle floor joint 4 structure even column, 8 structure beam, joint cut, side view 同隅部９本構造体奇数柱、８本構造体梁、仕口平面図9 corner structure odd-numbered pillars, 8 structure beams, joint plan view 同３方向部９本構造体奇数柱、８本構造体梁、仕口平面図3 direction part 9 structure odd number column, 8 structure beam, joint plan view 同中央部９本構造体奇数柱、８本構造体梁、仕口平面図9 central structure odd-numbered columns, 8 structural beams, joint plan view 同中間階部９本構造体奇数柱、８本梁、仕口断・側面図9 intermediate structure odd-numbered pillars, 8 beams, joint cut, side view 同最上階９本構造体奇数柱、８本構造体梁、仕口断・側面図Nine odd-numbered pillars on the top floor, eight structural beams, cut-off / side view 同中間階継手９本構造体奇数柱、８本構造体梁、仕口断・側面図Middle floor joint 9 structure odd number column, 8 structure beam, joint cut, side view 同中間部継手９本構造体奇数柱側面図Side view of odd-numbered pillars with 9 intermediate joints 同中間部継手９本構造体奇数柱、１１本構造体奇数柱平面図9 joint odd-numbered pillars and 11 odd-numbered pillar plan views of the intermediate joint 同９本構造体奇数柱、１１本構造体奇数柱脚部側面図Side view of the 9-structure odd-numbered column and 11-structure odd-numbered column base 同９本構造体奇数柱、１１本構造体奇数柱脚部平面図9-structure odd-numbered column, 11-structure odd-numbered column base plan view 同隅部２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形相欠きクロス交差プレート金物、仕口平面図20 corner structure even pillars, 16 structure corner beams, I-shaped cross-over cross-section plate hardware, joint plan view 同隅部・中間階２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形相欠きクロス交差プレート金物、仕口側面図Same corner / middle floor 20 structure even column, 16 structure corner beam, I-shaped cross-over cross plate hardware, side view of joint 同隅部・最上階２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形クロス相欠きプレート金物、仕口側面図Same corner / top 20 structure even column, 16 structure corner beam, I-shaped cross phase plate metal fitting, side view of joint 同隅部・中間階継手部柱２０本構造体偶数柱、１６本構造体隅数梁、Ｌ字 形相欠きクロス交差プレート金物、仕口側面図Same corner / middle floor joint column 20 structure even number column, 16 structure corner beam, L-shaped phase not crossed cross plate hardware, side view of joint 同２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図The same 20 structure even pillars / leg pillars, I-shaped plate hardware, joint plan 同２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図Same 20 structure even pillars and pedestals, I-shaped plate hardware, side view of joint 同２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口平面図Same 20 columns, even-column / inter-floor joint column, I-shaped phase-out cross-cross plate hardware, joint plan view 同２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口側面図Same 20 structure structure even number column, intermediate floor joint column, I-shaped phase crossover cross plate metal fitting, side view of joint 同隅部２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形相欠きクロス交差プレート金物、仕口平面図20 corner structure even pillars, 16 structure corner beams, I-shaped cross-over cross-section plate hardware, joint plan view 同隅部・中間階２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形相欠きクロス交差プレート金物、仕口側面図Same corner / middle floor 20 structure even column, 16 structure corner beam, I-shaped cross-over cross plate hardware, side view of joint 同隅部・最上階２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形相欠きクロス交差プレート金物、仕口側面図Same corner / top 20 structure even column, 16 structure corner beam, I-shaped cross-over cross plate hardware, side view of joint 同隅部・中間階継手部柱２０本構造体偶数柱、１６本構造体隅数梁、Ｌ字形 相欠きクロス交差プレート金物、仕口側面図Same corner / middle floor joint column 20 structure even column, 16 structure corner beam, L-shaped phase cross cross plate hardware, joint side view 同２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図Same 20 structure even pillars and pedestals, I-shaped plate hardware, side view of joint 同２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図The same 20 structure even pillars / leg pillars, I-shaped plate hardware, joint plan 同２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口平面図Same 20 columns, even-column / inter-floor joint column, I-shaped phase-out cross-cross plate hardware, joint plan view 同２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口側面図Same 20 structure structure even number column, intermediate floor joint column, I-shaped phase crossover cross plate metal fitting, side view of joint 同隅部１８本構造体偶数柱、１６本構造体隅数梁、Ｉ字形プレート金物、仕口平面図Eighteen structure even pillars, 16 structure corner beams, I-shaped plate hardware, joint plan view 同隅部・中間階１８本構造体偶数柱、１６本構造体隅数梁、Ｉ字形プレート 金物、仕口側面図Same corner, middle floor 18 structure even column, 16 structure corner beam, I-shaped plate hardware, side view of joint 同隅部・最上階１８本構造体偶数柱、１６本構造体隅数梁、Ｉ字形プレート 金物、仕口側面図Same corner, top floor 18 structure even column, 16 structure corner beam, I-shaped plate hardware, side view of joint 同隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、Ｌ、Ｉ字形プレート金物、仕口平面図Same corner / middle floor joint column 18 structure even column, 16 structure corner beam, L, I-shaped plate hardware, joint plan view 同隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、Ｌ、Ｉ字形プレート金物、仕口側面図Same corner / middle floor joint column 18 structure even column, 16 structure corner beam, L, I-shaped plate hardware, side view of joint 同１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図Eighteen structure even pillars / leg pillars, I-shaped plate hardware, side view of joint 同１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図Eighteen structure even pillars / leg pillars, I-shaped plate hardware, joint plan view 同２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口平面図Same 20 columns, even-column / inter-floor joint column, I-shaped phase-out cross-cross plate hardware, joint plan view 同２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口側面図Same 20 structure structure even number column, intermediate floor joint column, I-shaped phase crossover cross plate metal fitting, side view of joint 同隅部１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口平面図18 corner structure even pillars, 16 corner beams, I-shaped plate hardware with hooks, top view of joint 同隅部・中間階１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プ レート金物、仕口側面図Same corner / intermediate floor 18 structure even column, 16 structure corner beam, I-shaped plate with bracket, side view of joint 同隅部・最上階１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プ レート金物、仕口側面図Same corner, top floor 18 structure even column, 16 structure corner beam, I-shaped plate with bracket, side view of joint 同隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＬ、Ｉ字形プレート金物、仕口平面図Same corner / middle floor joint column 18 structure even column, 16 structure corner beam, L with flange, I-shaped plate hardware, joint plan view 同隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＬ、Ｉ字形プレート金物、仕口側面図Same corner / middle floor joint column 18 structure even column, 16 structure corner beam, L with flange, I-shaped plate hardware, side view of joint 同１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図Eighteen structure even pillars / leg pillars, I-shaped plate hardware, side view of joint 同１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図Eighteen structure even pillars / leg pillars, I-shaped plate hardware, joint plan view 同１８本構造体偶数柱・中間階継手柱、鍔付きＩ字形プレート金物、仕口平面図Eighteen structure even columns, intermediate floor joint columns, flanged I-shaped plate hardware, joint plan view 同１８本構造体偶数柱・中間階継手柱、鍔付きＩ字形プレート金物、仕口側面図Eighteen structure even pillars, intermediate floor joint pillars, I-shaped plate hardware with flange, side view of joint 同隅部８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口平面図Eight corner structure even pillars, 16 structure corner beams, I-shaped plate hardware with flange, joint plan view 同隅部・中間階８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレ ート金物、仕口側面図Eight-column structure of the same corner / intermediate floor structure, 16-column structure beam, I-shaped plate with bracket, side view of joint 同隅部・最上階８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレ ート金物、仕口側面図Eight-column structure even pillars on the same corner and top floor, 16-column corner beams, I-shaped plate hardware with hooks, side view of joint 同隅部・中間階継手部柱８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ 字形相欠きクロス交差プレート金物、仕口平面図Same corner / middle floor joint column 8 structure even column, 16 structure corner beam, flanged I-shaped phase crossover plate hardware, joint plan view 同隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、鍔付きL字形相欠きクロス交差プレート金物、仕口側面図Same corner / middle floor joint column 18 structure even column, 16 structure corner beam, L-shaped phased crossed cross plate hardware with flange, side view of joint 同８、１２本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図Eight or twelve structures, even pillars / leg pillars, I-shaped plate hardware, joint side view 同８、１２本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図Eight or twelve structure even pillars / leg pillars, I-shaped plate hardware, joint plan view 同１８本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口平面図Eighteen structure even pillars / intermediate floor joint pillars, I-shaped phased cross-cross plate hardware, joint plan view 同１８本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口側面図Eighteen structure even pillars / intermediate floor joint pillars, I-shaped phased cross-cross plate hardware, joint side view

以下に、本発明の小径木の角材からなる建築物の木造骨組構造を図面に用いて説明する。
尚、プレート金物をＴ字形プレート金物３０また十字形プレート金物２９を採用した場合について先に説明する。 Below, the wooden frame structure of the building which consists of the square material of the small diameter wood of this invention is demonstrated using drawing.
The case where the T-shaped plate metal 30 or the cross-shaped plate metal 29 is adopted as the plate metal will be described first.

建築物の木造骨組構造は小径木の柱、梁による接合で構造接着剤とビスとボルトで大断面の柱や梁を形成して均質化が図れ、準耐火建築（燃えしろ設計）の許容耐力が大きい大スパーンの建築物が可能になる。
また、構造体柱と構造体柱をＴ字形プレート金物３０又は十字形プレート金物２９に直交したボルト３１で接合することで剛節構造になり、中高層建築が可能になる。
さらに、基礎コンクリート４６に十字形プレート金物２９を埋め込むことで剛節構造になり、直交したボルト３１に接合で十字形プレート金物２９と木材が三位一体になり応力の伝達が良く、継手の柱脚の許容耐力が飛躍的に向上する。
以上４本偶数の小径木や９本奇数の構造体柱や２列４段の構造体梁で説明しましたが構造体柱、構造体梁はいろいろな形状や大きさが考えられる。 The wooden frame structure of buildings is made of small-diameter wooden pillars and beams, which can be homogenized by forming large cross-sectional pillars and beams with structural adhesives and screws and bolts. Allowable strength of quasi-refractory buildings (fire design) A large spanned building is possible.
Further, it becomes Tsuyoshibushi structure by bonding the structure pillars and structure pillar with a bolt 31 which is perpendicular to the T-shaped plate fittings 30 or cruciform plate fittings 29, allowing high and high layer architecture.
Furthermore, it becomes Tsuyoshibushi structure by embedding cross plate hardware 29 in foundation concrete 46, a cross-shaped plate hardware 29 and wood joined to the bolt 31 that is orthogonal good transfer of the stress becomes Trinity fittings pedestals Allowable yield strength is dramatically improved.
The above description has been made with four even-numbered small-diameter trees, nine odd-numbered structural columns, and two rows and four stages of structural beams. However, various shapes and sizes of structural columns and structural beams are possible.

以下、本発明を実施するための最良の形態を図面に基づいて詳細に説明する。本発明は図１に記載されているように、隅部４本構造体偶数柱、８本構造体梁、仕口平面図は小径木７５〜１５０角１−１の仕口部４９に大入穴３７とほぞ孔３８を加工し、小径木７５〜１５０角１−１と小径木７５〜１５０角１−１の間を加工してＴ字形プレート金物３０を接合し、直交したボルト３１やビス３３を介して小径木７５〜１５０角、構造体柱、４〜５０本２１になる。
また、梁は小径木７５〜１５０角１−１と小径木７５〜１５０角１−１の間の加工穴５１を設け、ほぞ孔３８を加工し、直交したボルト３１やビス３３を介して小径木７５〜１５０角２列、構造体梁、４〜１２本２３にして小径木７５〜１５０角、構造体柱、４〜５０本２１の大入穴３７とほぞ孔３８に挿入し、直交したボルト３１を介して剛節構造になる。
さらに、ボルト３１、ビス３３、Ｔ字形プレート金物３０を被覆するように耐火材と埋木２９をする。The best mode for carrying out the present invention will be described below in detail with reference to the drawings. As shown in FIG. 1, the present invention has four corner structure even columns, eight structure beams, and a joint plan view into a joint part 49 of a small diameter wood 75 to 150 square 1-1. The hole 37 and the mortise 38 are machined, the small-diameter wood 75-150 square 1-1 and the small-diameter wood 75-150 square 1-1 are machined to join the T-shaped plate hardware 30, and the orthogonal bolts 31 and screws are joined. The small-diameter wood 75 to 150 squares, the structure pillars, and 4 to 50 21 are provided through 33.
Further, the beam is provided with a machining hole 51 between a small-diameter wood 75-150 square 1-1 and a small-diameter wood 75-150 square 1-1, machining a mortise 38, and a small diameter via an orthogonal bolt 31 or screw 33. Two rows of wood 75-150 squares, structure beams, 4-12 pieces 23, small diameter wood 75-150 squares, structure pillars, 4-50 pieces 21 are inserted into large insertion holes 37 and mortises 38 and orthogonally crossed. A rigid joint structure is formed via the bolt 31.
Furthermore, the fireproof material and the buried wood 29 are applied so as to cover the bolts 31, the screws 33, and the T-shaped plate hardware 30.

本発明は図２に記載されているように、中間階継手４本構造体偶数柱側面図は梁天端より１，０００ｍｍ２７上がりの継手部４８で下面の小径木７５〜１５０角、構造体柱、４〜５０本２１に直交させたボルトとビスで十字形プレート金物２９を接合し、上面の小径木７５〜１５０角、構造体柱、４〜５０本２１に直交させたボルトで接続にする。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。As shown in FIG. 2, the present invention is a side view of an even-numbered column with four intermediate floor joints. The cross-shaped metal plate 29 is joined with bolts and screws orthogonal to ˜50 21, and connected with bolts orthogonal to the small-diameter wood 75-150 squares, structural pillars, 4 to 50, 21 on the upper surface.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図３に記載されているように、中間部継手４本構造体偶数柱、６本構造体柱平面図の（Ａ）は継手部４８の上部４３と下部４４の小径木７５〜１５０角、構造体柱、４〜５０本２１です。（Ｂ）は継手部４８の上部４３と下部４４の小径木７５〜１５０角、構造体袖付柱、４〜５０本２２です。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。In the present invention, as shown in FIG. 3, (A) in the plan view of the intermediate joint four-structured structure even-numbered column and six-structured column is the small diameter trees 75 to 150 of the upper portion 43 and the lower portion 44 of the joint portion 48. Corners, structural pillars, 4 to 50 21. (B) is a small diameter wood 75-150 square of the upper part 43 and the lower part 44 of the joint part 48, the pillar with a structure sleeve, and 4-50 22 pieces.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図４に記載されているように、４本構造体偶数柱脚、６本構造体偶数柱脚側面図の（Ａ）は十字形プレート金物２９を基礎コンクリート４６に埋め込み、基礎コンクリート４６の上部に毛細管現象防止の液体ガラス４０塗り、上部に小径木７５〜１５０角、構造体柱、４〜５０本２１の小径木と小径木の間に大きく加工し、十字形プレート金物２９に上部より建て込み、直交したボルト３１を介して取り付け、建て込み調整後にケミカル樹脂注入孔４２よりケミカル樹脂４１を注入する。
（Ｂ）は小径木７５〜１５０角、構造体袖付柱、６〜５４本２２も上記と同様の接続にする。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。In the present invention, as shown in FIG. 4, (A) in the side view of the four-structured even-numbered column base and the six-structured even-numbered column base embeds the cross-shaped plate hardware 29 in the foundation concrete 46. Liquid glass 40 to prevent capillary action is applied to the top of the glass, 75-150 squares of small-diameter wood on the top, large structural pillars, 4-50 pieces of 21 small-diameter wood and small-diameter wood are processed, and the cross-shaped plate hardware 29 is built from the top It is attached via bolts 31 orthogonal to each other, and the chemical resin 41 is injected from the chemical resin injection hole 42 after the adjustment of the erection.
In (B), small-diameter wood 75 to 150 squares, pillars with structure sleeves, and 6 to 54 22 are also connected in the same manner as described above.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図５に記載されているように、４本構造体偶数柱脚、６本構造体偶数柱脚平面図の（Ａ）は図４（Ａ）と同様に結合させる。
（Ｂ）は図４（Ｂ）と同様に結合させる。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。In the present invention, as shown in FIG. 5, (A) of the four structure even column base and the six structure even column base plan view are combined in the same manner as FIG. 4 (A).
(B) is combined in the same manner as in FIG.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明の図６の小径木の偶数柱断面・側面図に示しているように、（Ａ）は間伐材の小径木７５〜１５０角１−１偶数の小径木７５〜１５０角断面１−２です。（Ｂ）は小径木７５〜１５０角１−１の側面の小径木７５〜１５０角側面３です。
（Ｃ）は小径木７５〜１５０角１−１の小径木７５〜１５０角、構造体柱、４〜５０本２１の小径木７５〜１５０角、構造体柱の偶数柱断面２です。（Ｄ）は構造接着剤３４を塗布し、直交したボルト３１ピッチ１，０００ｍｍやビス３３ピッチ２５０ｍｍで接合されている小径木７５〜１５０角、構造体柱、４〜５０本２１の小径木７５〜１５０角、構造体柱の偶数柱側面４です。 As shown in the even-column cross-section / side view of the small-diameter tree of FIG. 6 of the present invention, (A) is a small-diameter tree 75-150 square 1-1 of thinned wood, even-numbered small-diameter tree 75-150 square cross-section 1-2. is. (B) is the small-diameter wood 75-150 square side 3 of the small-diameter wood 75-150 square 1-1.
(C) is a small-diameter wood 75-150 square 1-1, small-diameter wood 75-150 square, structural pillar, 4-50 50 small-diameter wood 75-150 square, even-column cross section 2 of the structural pillar. (D) applies a structural adhesive 34 and is joined by orthogonal bolts 31 pitch 1,000 mm and screws 33 pitch 250 mm, small diameter wood 75-150 squares, structure pillars, 4-50 21 small diameter wood 75. ~ 150 squares, even column side 4 of the structural column.

本発明の図７に記載されているように、小径木の奇数柱断面・側面図の（Ａ）は間伐材の小径木７５〜１５０角１−１奇数の断面の小径木７５〜１５０角断面１です。（Ｂ）は小径木７５〜１５０角１−１奇数の小径木７５〜１５０角側面３です。
（Ｃ）は小径木７５〜１５０角１−１の小径木７５〜１５０角、構造体柱、４〜５０本２１の小径木７５〜１５０角、構造体柱の奇数柱断面５です。
（Ｄ）は小径木７５〜１５０角１−１の接合部に構造接着剤３４を塗布し、直交したボルト３１ピッチ１，０００ｍｍやビス３３ピッチ２５０ｍｍで接合されている奇数側面の小径木７５〜１５０角、構造体柱の奇数柱側面６です。 As shown in FIG. 7 of the present invention, the odd-numbered column cross-section / side view of the small-diameter tree is a small-diameter tree 75-150 square 1-1 of the thinned wood, and the small-diameter tree 75-150 square cross section of the odd-numbered cross section. 1 (B) is a small-diameter wood 75-150 square 1-1 odd-sided small wood 75-150 square side 3.
(C) is a small-diameter wood 75-150 square 1-1, small-diameter wood 75-150 square, structural pillar, 4-50 21 small-diameter wood 75-150 square, odd-numbered pillar cross section 5 of structural pillar.
(D) is a small-diameter wood 75-150. The odd-sided small-diameter wood 75--applying the structural adhesive 34 to the joint portion of the corner 1-1, and joining them with orthogonal bolts 31 pitch 1,000 mm and screws 33 pitch 250 mm. 150 squares, odd-numbered column side 6 of the structural column.

本発明の図８に記載されているように、小径木の梁断面・側面図の（Ａ）は間伐材の小径木７５〜１５０角１−１の小径木７５〜１５０角断面１です。（Ｂ）は小径木７５〜１５０角１−１の小径木７５〜１５０角側面３です。
（Ｃ）は小径木７５〜１５０角１−１の小径木７５〜１５０角２列、構造体梁、４〜１２本２３の小径木７５〜１５０角構造体の梁断面７です。（Ｄ）は小径木７５〜１５０角１−１の接合部に構造接着剤３４を塗布し、直交したボルト３１ピッチ１，０００ｍｍやビス３３ピッチ２５０ｍｍで接合されている小径木７５〜１５０角２列、構造体梁、４〜１２本２３の小径木７５〜１５０角、構造体の梁側面８です。 As shown in FIG. 8 of the present invention, (A) in the beam cross-section / side view of the small-diameter tree is the small-diameter tree 75-150 square section 1 of the thin-timber small-diameter tree 75-150 square 1-1. (B) is a small diameter wood 75-150 square 1-1, small diameter wood 75-150 square side 3.
(C) is a beam section 7 of a 75-150 square 2-diameter tree with a small diameter of 75-150 square 1-1, a beam of 75-150 square with a small diameter tree, and 4-12 23 small-diameter wood 75-150 square structures. (D) applies the structural adhesive 34 to the joint portion of small-diameter wood 75-150 square 1-1, and small-diameter wood 75-150 square 2 joined by orthogonal bolt 31 pitch 1,000 mm and screw 33 pitch 250 mm. Rows, structural beams, 4 to 12 23 small-diameter wood 75-150 squares, structural beam side 8

本発明の図９に記載されているように、小径木の３方向十字形プレート金物加工部断面・側面図の（Ａ）は柱の小径木７５〜１５０角１−１の小径木の十字形プレート金物接合柱加工部断面９−１で１−１断面です。（Ｂ）は柱の十字形プレート金物接合部１４−５スリット部と梁挿入部５０とボルト穴３２の加工された小径木７５〜１５０角１−１の加工断面で小径木の十字形プレート金物接合柱加工部側面１０−１でＡ−Ａ側面です。（Ｃ）は柱の小径木７５〜１５０角１−１の柱脚十字形プレート金物接合部１５−３スリット部とボルト穴３２を加工した小径木７５〜１５０角１−１の小径木の柱脚十字形プレート金物接合柱加工側面１１−１です。
（Ｄ）は柱の小径木７５〜１５０角１−１の接合部に十字形プレート金物接合部１４−５スリット部と梁挿入部５０とボルト穴３２を加工された小径木の梁挿入部柱加工部断面１２−１、２−２の断面です。
（Ｅ）は柱の小径木７５〜１５０角１−１の接合部に十字形プレート金物接合部１４−５スリット部と梁挿入部５０とボルト穴３２を加工された小径木７５〜１５０角１−１の加工の小径木の梁挿入部柱加工部側面１３−１、ＢーＢ側面です。 As shown in FIG. 9 of the present invention, the cross-sectional and side view of the three-way cross-shaped plate hardware processing portion of the small-diameter wood is a cross-shape of the small-diameter wood of the small-diameter wood 75 to 150 square 1-1 of the pillar. Plate hardware joint pillar processing part section 9-1 is 1-1 section. (B) is cruciform plate hardware of the small-diameter trees processed processed cross section of the small-diameter trees 75 to 150 square 1-1 pillars cruciform plate hardware junction 14-5 slit portion and the beam insertion portion 50 and the bolt hole 32 It is the AA side surface at the side 10-1 of the joining column processing part. (C) is a small-diameter wood 75-150 square 1-1 small-diameter wood 75-150 square 1-1 small-diameter wood 75-150 square 1-1 in which the pillar-shaped cross-shaped plate hardware joint 15-3 slit part and bolt hole 32 are processed. Side cross-shaped plate hardware joint column processing side 11-1.
(D) is a small-diameter wooden beam insertion portion column in which a cross-shaped plate metal joint portion 14-5 slit portion , a beam insertion portion 50, and a bolt hole 32 are processed at a junction portion of a small-diameter wood 75-150 square 1-1 of the column. Cross section of machined section 12-1, 2-2.
(E) is a small-diameter wood 75-150 square 1 in which a cross-shaped plate metal joint 14-5 slit part , a beam insertion part 50, and a bolt hole 32 are processed at a joint part of a small-diameter wood 75-150 square 1-1 of a pillar. -1 is a small-diameter wood beam insertion part column processing side 13-1 and BB side.

本発明の図１０に記載されているように、構造体柱の３方向十字形プレート金物加工部断面・側面図の（Ａ）は小径木７５〜１５０角、構造体柱、４〜５０本２１の接合部に十字形プレート金物接合部１４−５スリット部と梁挿入部５０とボルト穴３２を加工されている構造体柱十字形プレート金物接合柱加工断面９−２、３−３断面です。
（Ｂ）は小径木７５〜１５０角、構造体柱、４〜５０本２１に十字形プレート金物接合部１４−５スリット部とボルト穴３２を加工した構造体柱の十字形プレート金物接合柱加工断面１０−２、Ｃ−Ｃ側面です。
（Ｃ）は柱脚の小径木７５〜１５０角、構造体柱、４〜５０本２１に十字形プレート金物接合部１５−３スリット部とボルト穴３２を加工した構造体柱の柱脚十字形プレート金物接合柱加工部側面１１−２です。
（Ｄ）は小径木７５〜１５０角、構造体柱、４〜５０本２１に十字形プレート金物接合部１４−５スリット部と梁挿入部５０とボルト穴３２を加工した小径木７５〜１５０角、構造体柱、４〜５０本２１の構造体柱の梁挿入部柱加工部断面１２−２、４−４断面です。
（Ｅ）は小径木７５〜１５０角、構造体柱、４〜５０本２１に梁挿入部５０とボルト穴３２を加工した小径木７５〜１５０角、構造体柱、４〜５０本２１の構造体柱の梁挿入部柱加工部側面１３−２Ｄ−Ｄ側面です。 As shown in FIG. 10 of the present invention, the cross section and side view of the three-way cross-shaped plate hardware processing portion of the structure column are 75 to 150 corners of small diameter wood, 4 to 50 structure columns 21 Cross section plate cross section plate 9-2, 3-3 cross section plate cross section plate metal joint column 14-5 slit section , beam insertion section 50 and bolt hole 32 are machined.
(B) is a cross-shaped plate metal joint column processing of a structure column obtained by machining a cross-shaped plate metal joint portion 14-5 slit portion and bolt hole 32 on a small-diameter wood 75-150 square, structure column, 4-50 pieces 21. Cross section 10-2, CC side.
(C) is a column base cruciform of a column of pillars of 75-150 squares of small diameters of column bases, 4 to 50 21 columns, and a cross-shaped plate metal joint 15-3 slit and bolt holes 32. Plate hardware joint column processing part side 11-2.
(D) is a small diameter wood 75-150 angle, a structure pillar, 4-50 pieces 21, cross-shaped plate metal joint part 14-5 slit part , beam insertion part 50, and bolt hole 32 small diameter wood 75-150 angle. Structural column, 4-50 cross section 12-2, 4-4 cross section of beam insertion part of structural column of 21 columns.
(E) is a small-diameter wood 75-150 square, a structure pillar, 4-50 pieces 21 and the beam insertion part 50 and the bolt hole 32 were processed into the small diameter wood 75-150 square, a structure pillar, 4-50 pieces 21 structure. This is the side 13-2D-D side of the beam insertion part of the body pillar.

本発明の図１１に記載されているように、小径木の中間部継手十字形プレート金物加工部断面・側面図の（Ａ）は柱の小径木７５〜１５０角１−１に十字形プレート金物接合部１４−５スリット部とボルト穴３２の加工された小径木の中間部金物接合柱加工部断面１７−１、５−５断面です。
（Ｂ）は柱の小径木７５〜１５０角１−１に十字形プレート金物接合部１４−５スリット部に梁天端２８・継手部４８を持ち、下部４４に上部４３があり、ボルト穴３２の加工された小径木７５〜１５０角１−１の小径木の中間部金物接合柱加工部側面１８−１、Ｅ−Ｅ側面です。
（Ｃ）は柱の小径木７５〜１５０角１−１に十字形プレート金物接合部１４−５スリット部とボルト穴３２の加工された小径木７５〜１５０角１−１の小径木の中間部、梁天端より１，０００金物接合柱加工部断面１９−１、６−６断面です。
（Ｄ）は柱の小径木７５〜１５０角１−１に十字形プレート金物接続部１４−５の中間部に梁天端より１，０００２７に継手部４８を持ち、下部４４に上部４３があり、ボルト穴３２の加工された小径木の７５〜１５０角１−１の小径木の中間部、梁天端より１，０００金物接合柱加工部側面２０−１、Ｆ−Ｆ側面です。 As shown in FIG. 11 of the present invention, the cross-section / side view of the intermediate joint cross-shaped plate hardware processing portion of the small-diameter wood is a cross-shaped plate hardware on the small-diameter wood 75-150 square 1-1 of the pillar. It is a cross section 17-1, 5-5 cross section of the intermediate part hardware joint pillar processing part of the small diameter wood where the joint part 14-5 slit part and the bolt hole 32 are processed.
(B) is a small-diameter wood 75-150 square 1-1, a cross-shaped plate metal joint 14-5 has a beam ceiling 28 and a joint 48 in the slit , and an upper 43 in the lower part 44. It is the side part 18-1 and the EE side part of the intermediate part hardware joint pillar processing part of the small diameter wood of the small diameter wood 75 to 150 angle 1-1.
(C) is an intermediate portion of a small-diameter tree of a small-diameter tree 75-150 square 1-1 in which a small-diameter wood 75-150 square 1-1 of a pillar is processed into a cross-shaped plate metal joint 14-5 slit portion and a bolt hole 32. From the top of the beam, it is a cross section 19-1, 6-6 cross section of 1,000 hardware joint pillar processing part.
(D) is a small-diameter wood 75-150 corner 1-1 of a pillar, has a joint portion 48 at the center of the cross-shaped plate metal connection portion 14-5 from the top of the beam at 1,200027, an upper portion 43 at the lower portion 44, bolts It is the middle part of a small-diameter tree with a small diameter of 75 to 150 square 1-1 with holes 32, the side face 20-1, 1,000 metal joint pillar processing part from the top of the beam, and the FF side.

本発明の図１２に記載されているように、構造体柱の中間部継手十字形プレート金物加工部断面・側面図の（Ａ）は十字形プレート金物接合部１４−５スリット部と梁挿入部５０とボルト穴３２を加工した小径木７５〜１５０角、構造体柱、４〜５０本２１の構造体柱の中間部金物接合部断面１７−２、７−７断面です。
（Ｂ）は十字形プレート金物接合部１４−５スリット部と梁挿入部５０とボルト穴３２を加工した小径木７５〜１５０角、構造体柱、４〜５０本２１の構造体柱の中間部金物接合部側面１８−２、Ｇ−Ｇ側面です。
（Ｃ）は十字形プレート金物接合部１４−５スリット部に梁天端２８・継手部４８があり、下部４４に上部４３が接続され、ボルト穴３２の加工された小径木７５〜１５０角、構造体柱、４〜５０本２１の構造体柱の中間部梁天端より１，０００金物接合柱加工部断面１９−２、８−８側面です。（Ｄ）は十字形プレート金物接合部１４−５スリット部に梁天端２８・継手部４８があり、下部４４に上部４３が接続され、ボルト穴３２の加工された小径木７５〜１５０角、構造体柱、４〜５０本２１の構造体柱の中間部梁天端より１，０００金物接合柱加工側面２０−２、Ｈ−Ｈ側面です。 As shown in FIG. 12 of the present invention, the cross section and side view of the cross section and the side view of the intermediate joint of the structure column cross plate metal part 14-5 are the cross part plate metal joint part 14-5 slit part and beam insertion part. Cross section 17-2 and 7-7 cross section of intermediate part of intermediate part of structure pillar of 4 to 50 21.
(B) is a cross-shaped plate metal joint 14-5 slit part , beam insertion part 50 and small diameter wood 75-150 square, bolts 32, structure pillars, middle part of four to fifty 21 structure pillars. Hardware joint side 18-2, GG side.
(C) is a cross-shaped plate metal joint portion 14-5, the beam top end 28 / joint portion 48 in the slit portion , the upper portion 43 is connected to the lower portion 44, and the small diameter wood 75 to 150 squares in which the bolt holes 32 are processed. Columns 19-2 and 8-8 are cross sections 19-2 and 8-8 from the top of the beam of the middle part of the structure column of 4-50 columns. (D) is a cross-shaped plate metal joint portion 14-5 having a beam top end 28 and a joint portion 48 in the slit portion , an upper portion 43 connected to the lower portion 44, and a small-diameter wood 75 to 150 square in which the bolt holes 32 are processed, From the top of the middle part of the 4 to 50 21 columns of the structural body, it is the 1,000 hardware joint pillar processing side 20-2, HH side.

本発明の図１３に記載されているように、十・Ｔ字形プレート金物平面・側面図の（Ａ）はボルト穴３２の加工された十字形プレート金物２９の柱脚十字形プレート金物平面１５−１です。
（Ｂ）は十字形プレート金物２９に上部にはボルト穴３２が加工され、基礎コンクリート４６埋め込み部には貫通穴とアンカー鉄筋４７が接続した柱脚十字形プレート金物側面１５−２です。
（Ｃ）はボルト穴３２の加工されたＴ字形プレート金物３０のＴ字形プレート金物平面１４−１です。
（Ｄ）（Ｅ）はボルト穴３２の加工されたＴ字形プレート金物３０のＴ字形プレート金物側面１４−２です。 As shown in FIG. 13 of the present invention, (10) the T-shaped plate metal plane / side view (A) is a columnar cross-shaped plate metal plane 15-of the cross-shaped plate metal 29 processed with bolt holes 32. 1
(B) is a columnar cross-shaped plate hardware side surface 15-2 in which a bolt hole 32 is machined in the upper part of the cross-shaped plate hardware 29 and a through hole and an anchor reinforcing bar 47 are connected to the embedded portion of the foundation concrete 46.
(C) is a T-shaped plate hardware plane 14-1 of the T-shaped plate hardware 30 in which the bolt holes 32 are processed.
(D) and (E) are T-shaped plate hardware side surfaces 14-2 of the T-shaped plate hardware 30 in which the bolt holes 32 are processed.

本発明の図１４に記載されているように、十字形プレート金物平面・側面図の（Ａ）はボルト穴３２の加工された十字形プレート金物２９の十字形プレート金物平面１４−３です。
（Ｂ）（Ｃ）はボルト穴３２の加工された十字形プレート金物２９の十字形プレート金物側面１４−４です。
（Ｄ）はボルト穴３２の加工された十字形プレート金物２９の十字形プレート金物平面１４−３です。
（Ｅ）（Ｆ）ボルト穴３２の加工された十字形プレート金物２９の十字形プレート金物側面１４−４です。 As shown in FIG. 14 of the present invention, (A) in the cross-shaped plate metal plane / side view is the cross-shaped plate metal plane 14-3 of the cross-shaped plate metal 29 in which the bolt holes 32 are processed.
(B) and (C) are the cross-shaped plate metal side surface 14-4 of the cross-shaped plate metal material 29 in which the bolt holes 32 are processed.
(D) is a cross-shaped plate hardware plane 14-3 of the cross-shaped plate hardware 29 in which the bolt holes 32 are processed.
(E) (F) Cross-shaped plate hardware side surface 14-4 of the cross-shaped plate hardware 29 with the bolt holes 32 processed.

本発明の図１５に記載されているように、中間部柱継手十字形プレート金物平面・側面図の（Ａ）はボルト穴３２の加工された十字形プレート金物２９の十字形プレート金物平面１４−３です。
（Ｂ）、（Ｃ）はボルト穴３２の加工された十字形プレート金物２９で小径木７５〜１５０角、構造体柱、４〜５０本２１の継手金物で梁天端２８に継手部４８があり、上部に小径木７５〜１５０角、構造体柱、４〜５０本２１を接続する為に十字形プレート金物２９が上部に伸びている十字形プレート金物側面１４−４です。
（Ｄ）はボルト穴３２の加工された継手部の十字形プレート金物２９の十字形プレート金物平面１４−３です。
（Ｅ）はボルト穴３２の加工された継手部の十字形プレート金物２９の十字形プレート金物側面１４−４です。 As shown in FIG. 15 of the present invention, (A) of the intermediate column joint cruciform plate metal plane / side view is a cruciform plate metal plane 14-of the cruciform plate metal 29 processed with the bolt holes 32. 3
(B) and (C) are cross-shaped plate hardware 29 in which the bolt holes 32 are processed, a small-diameter wood 75 to 150 square, a structural column, 4 to 50 joints 21 and a joint part 48 at the beam top end 28; It is a cross-shaped plate hardware side surface 14-4 in which a cross-shaped plate hardware 29 extends upward to connect 75 to 150 corners of small-diameter wood, 4 to 50 structure pillars at the top.
(D) is the cross-shaped plate metal plane 14-3 of the cross-shaped plate metal 29 of the joint portion where the bolt hole 32 is processed.
(E) is the cross-shaped plate metal side 14-4 of the cross-shaped plate metal 29 of the joint portion where the bolt hole 32 is processed.

本発明の図１６に記載されているように、３方向部４本構造体偶数柱、８本構造体梁仕口加工平面図の（Ａ）（Ｃ）（Ｄ）はほぞ３８と加工穴５１スリット部を加工し、大入線３６まで挿入される小径木７５〜１５０角２列、構造体梁、４〜１２本２３の挿入部の平面です。
（Ｂ）は仕口部４９の梁挿入部５０、大入穴３７、ほぞ穴３９を加工し、十字形プレート金物２９をボルト３１で接続をした小径木７５〜１５０角、構造体柱、４〜５０本２１の断面で小径木７５〜１５０角2列、構造体梁、４〜１２本２３の端部にはほぞ３８を加工し、大入線３６まで挿入し、直交したボルト３１で締め付けて結合させる。 As described in Figure 16 of the present invention, three-way unit 4 structures the even columns, eight structure beams Joint processing plan view (A) (C) (D ) is a tenon 38 and the machining hole 51 It is the plane of the insertion part of the small beam 75-150 square 2 rows, the structure beam, and 4-12 pieces 23 inserted into the large insertion line 36 by processing the slit part .
(B) is a beam insertion portion 50 of the Joint portion 49, rafters hole 37, by processing the mortise 39, small-diameter trees 75-150 corner where the connection bolt 31 the cross plate hardware 29, structure pillars, 4 50 cross sections of small diameter wood 75-150 square 2 rows, structural beams, 4-12 mortises 38 are machined at the ends of 23, inserted to large insertion line 36, and tightened with orthogonal bolts 31 Combine.

本発明の図１７に記載されているように、４本構造体偶数柱、８本構造体梁、仕口加工断・側面図は図１６と同様に結合させる。 As shown in FIG. 17 of the present invention, the four structure even-numbered columns, the eight structure beams, and the joint cutting / side view are combined in the same manner as in FIG .

本発明の図１８に記載されているように、小径木の角材の４本構造体偶数柱、８本構造体梁全体構成側面図の（Ａ）は小径木７５〜１５０角１−１に十字形プレート金物２９を接続加工し、小径木７５〜１５０角１−１の接合部に構造用接着剤３４を塗布し、直交したボルト３１やビス３３で接続し、小径木７５〜１５０角、構造体柱、４〜５０本２１にした小径木７５〜１５０角構造体偶数柱側面４です。
（Ｂ）は小径木７５〜１５０角１−１に十字形プレート金物２９取り付け加工穴５１を設けて接合部に構造用接着剤３４を塗布し、直交したボルト３１やビス３３で接続し、小径木７５〜１５０角２列、構造体梁、４〜１２本２３にした小径木７５〜１５０角、構造体平面８−１です。
（Ｃ）は小径木７５〜１５０角１−１に十字形プレート金物２９取り付け加工穴５１スリット部を設けて接合部に構造用接着剤３４を塗布し、直交したボルト３１やビス３３で接続し、小径木７５〜１５０角２列、構造体梁、４〜１２本２３にした小径木７５〜１５０角、構造体側面８−２です。 As shown in FIG. 18 of the present invention, (A) in the side view of the entire structure of the four-structured even-numbered pillars and the eight-structured beams of the small-diameter wood is sufficient for the small-diameter wood 75 to 150 square 1-1. The metal plate 29 is connected, the structural adhesive 34 is applied to the joint portion of the small-diameter wood 75-150 square 1-1, and connected with the orthogonal bolts 31 and screws 33, and the small-diameter wood 75-150 square, structure Side pillar 4 is an even pillar 75-150 square structure with 4-50 pillars.
(B) is a small-diameter wood 75-150 square 1-1 provided with a cross-shaped metal plate 29 mounting hole 51, applied with a structural adhesive 34 at the joint, and connected with orthogonal bolts 31 and screws 33, with a small diameter. 75-150 square 2 rows, structural beams, 4-12 12 small diameter wood 75-150 squares, structure plane 8-1.
(C) provides a cross-shaped metal plate 29 mounting hole 51 slit 51 on a small-diameter wood 75-150 square 1-1, applies a structural adhesive 34 to the joint, and connects with bolts 31 and screws 33 orthogonal to each other. Small-diameter wood 75-150 square 2 rows, structural beams, 4-12 12 small-diameter wood 75-150 square, structure side 8-2.

本発明は図１９に記載されているように、４〜５０本構造体柱、６〜５４本構造体袖付柱平面図の（Ａ）（Ｂ）（Ｃ）（Ｄ）はで接合部に構造接着剤３４を塗布し、ボルト３１とビス３３を直交させた小径木７５〜１５０角、構造体柱、４〜５０本２１です。
（Ｅ）（Ｆ）（Ｇ）（Ｈ）は小径木７５〜１５０角、構造体袖付柱、６〜５４本２２で接合部に構造接着剤３４を塗布し、ボルト３１とビス３３を直交させた小径木７５〜１５０角、構造体袖付柱、６〜５４本２２です。 As shown in FIG. 19, the present invention has a structure with 4 to 50 structure pillars and 6 to 54 structure sleeve pillar plan views (A), (B), (C) and (D). Applying adhesive 34, bolts 31 and screws 33 are orthogonal, small diameter wood 75-150 squares, structural pillars, 4-50 50.
(E), (F), (G), and (H) are small-diameter wood 75-150 squares, pillars with structural sleeves, 6-54 22 and a structural adhesive 34 is applied to the joint, and the bolts 31 and screws 33 are made orthogonal. 75-150 squares of small diameter wood, pillars with structure sleeves, 6-54 22 pieces.

本発明は図２０に記載されているように、７〜５４本構造体袖付柱平面図１の（Ａ）（Ｂ）（Ｃ）（Ｄ）（Ｅ）（Ｆ）（Ｇ）（Ｈ）は小径木７５〜１５０角１−１に接合部に構造接着剤３４を塗布し、ボルト３１とビス３３を直交させた小径木７５〜１５０角、構造体袖付柱7〜5４本２２です。 In the present invention, as shown in FIG. 20, (A), (B), (C), (D), (E), (F), (G), and (H) in FIG. Small diameter wood 75-150 square 1-1, structural adhesive 34 is applied to the joint, bolt 31 and screw 33 are orthogonal, small diameter wood 75-150 square, structure sleeve pillars 7-54 22 pieces.

本発明は図２１に記載されているように、図２０と同様にする。 The present invention is similar to FIG. 20 as described in FIG.

本発明は図２２に記載されているように、２列４〜１２本構造体梁、６〜１４本構造体袖付梁断面図の（Ａ）（Ｂ）（Ｃ）（Ｄ）（Ｅ）で接合部に構造接着剤３４を塗布し、ボルト３１とビス３３を直交させた小径木７５〜１５０角2列、構造体梁、４〜１２本２３です。
（Ｆ）（Ｇ）（Ｈ）（Ｉ）（Ｊ）は小径木７５〜１５０角１−１に接合部に構造接着剤３４を塗布し、ボルト３１とビス３３を直交させた小径木７５〜１５０角、構造体袖付柱、６〜１４本２４です。 As shown in FIG. 22, the present invention is (A) (B) (C) (D) (E) in a cross section of a beam with 2 rows 4 to 12 structural beams and 6 to 14 structural beams. Two rows of small-diameter wood 75-150 squares, 4 to 12 beams 23, with a structural adhesive 34 applied to the joint, and bolts 31 and screws 33 made orthogonal.
(F), (G), (H), (I), and (J) are small-diameter wood 75-150 in which a structural adhesive 34 is applied to a joint portion on a small-diameter wood 75-150 corner 1-1 and bolts 31 and screws 33 are orthogonally crossed. 150 squares, pillars with structure sleeves, 6-14 24.

本発明は図２３に記載されているように、３列８〜１８本構造体梁、８〜２０本構造体袖付梁断面図の（Ａ）（Ｂ）（Ｃ）（Ｄ）（Ｅ）で接合部に構造接着剤１８を塗布し、ボルト３１とビス３３を直交させた小径木７５〜１５０角３列、構造体梁、６〜１８本２５です。
（Ｆ）（Ｇ）（Ｈ）（Ｉ）（Ｊ）は小径木７５〜１５０角１−１に接合部に構造接着剤３４を塗布し、ボルト３１とビス３３を直交させた小径木７５〜１５０角、構造体袖付柱、８〜２０本２６です。 As shown in FIG. 23, the present invention is (A) (B) (C) (D) (E) in the cross-sectional view of a beam with three rows of 8 to 18 structural bodies and 8 to 20 structural body beams. It is composed of 75 to 150 square 3 rows, 6 to 18 beams 25, with small diameter wood, with structural adhesive 18 applied to the joint, and bolts 31 and screws 33 made orthogonal.
(F), (G), (H), (I), and (J) are small-diameter wood 75-150 in which a structural adhesive 34 is applied to a joint portion on a small-diameter wood 75-150 corner 1-1 and bolts 31 and screws 33 are orthogonally crossed. There are 150 squares, pillars with structure sleeves, 26 to 8-20.

本発明は図２４に記載されているように、３方向部４本構造体偶数柱、８本構造体梁、仕口平面図で図１と同様に結合させる。 In the present invention, as shown in FIG. 24, three-direction portion four structure even columns, eight structure beams, and a joint plan view are coupled in the same manner as FIG .

本発明は図２５に記載されているように、中央部４本構造体偶数柱、８本構造体梁、仕口平面図で図１と同様に結合させる。 In the present invention, as shown in FIG. 25, four central structure even columns, eight structural beams, and a joint plan view are coupled in the same manner as in FIG .

本発明は図２６に記載されているように、中間階４本構造体偶数柱、８本構造体梁、仕口断・側面図で図１と同様に結合させる。 In the present invention, as shown in FIG. 26, the intermediate-floor four-structured even-numbered column, the eight-structured beam, and the joint cut / side view are coupled in the same manner as in FIG .

本発明は図２７に記載されているように、最上階４本構造体偶数柱、８本構造体梁仕口断・側面図で図１と同様に結合させる。 In the present invention, as shown in FIG. 27, the uppermost four-structured even-numbered columns and the eight-structured beam joint cut-off / side view are coupled in the same manner as in FIG .

本発明は図２８に記載されているように、中間部継手４本構造体偶数柱、８本構造体梁断・側面図で図１と同様に結合させる。
また、柱の継手部４８は小径木７５〜１５０角、構造体柱、４〜５０本２１の梁天端２８に継手部４８を設け、小径木７５〜１５０角、構造体柱、４〜５０本２１の下部４４と上部４３を十字形プレート金物２９に直交したボルト３１とビス３３を介して接合し、剛節構造にします。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。In the present invention, as shown in FIG. 28, the intermediate joint 4 structure even-numbered columns and 8 structures beam cut and side views are coupled in the same manner as FIG.
Further, the joint portion 48 of the column is provided with a joint portion 48 at the beam top end 28 of the small-diameter wood 75 to 150 angles, the structural pillar 4 to 50 pieces 21, and the small-diameter wood 75 to 150 angles, the structural pillar 4 to 50 pieces 21 is provided. The lower part 44 and the upper part 43 are joined to each other through bolts 31 and screws 33 orthogonal to the cross-shaped plate hardware 29 to form a rigid joint structure.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図２９に記載されているように、隅部９本構造体奇数柱、８本構造体梁仕口平面図は小径木７５〜１５０角、構造体柱、４〜５０本２１にＴ字形プレート金物３０に直交したボルト３１を介して、小径木７５〜１５０角、構造体柱、４〜５０本２１には大入穴３７加工とほぞ穴３９が加工してあり、小径木７５〜１５０角２列、構造体梁、４〜１２本２３の端部加工をしたほぞ３８を挿入し、大入線３６まで挿入します。
また、小径木７５〜１５０角２列、構造体梁、４〜１２本２３を挿入してＴ字形プレート金物３０に直交したボルト３１を介して結合させる。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。As shown in FIG. 29, the present invention has nine corner structure odd-numbered columns, eight structure beam joint plan views, 75 to 150 angles of small-diameter wood, 4 to 50 structure columns and 21 T Through a bolt 31 orthogonal to the letter-shaped plate hardware 30, small diameter wood 75 to 150 squares, structure pillars, 4 to 50 21, large insertion hole 37 processing and mortise 39 are processed, and small diameter wood 75 to Insert tenon 38 with 150 square 2 rows, structural beams, 4 to 12 ends 23, and insert up to large insertion line 36.
In addition, two rows of small-diameter wood 75 to 150 squares, 4 to 12 structural beams are inserted and coupled via bolts 31 orthogonal to the T-shaped plate hardware 30.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図３０に記載されているように、３方向部９本構造体奇数柱、８本構造体梁仕口平面図は図２９と同様に結合させる。 In the present invention, as shown in FIG. 30, the three-way portion nine-structure odd-numbered column and eight-structure beam joint plan view are combined in the same manner as FIG .

本発明は図３１に記載されているように、中央部９本構造体奇数柱、８本構造体梁、仕口平面図は図２９と同様に結合させる。 In the present invention, as shown in FIG. 31, the center nine structure odd-numbered columns, the eight structure beams, and the joint plan view are combined in the same manner as FIG .

本発明は図３２に記載されているように、中間階部９本構造体奇数柱、８本構造体梁仕口断・側面図で図２９と同様に結合させる。 In the present invention, as shown in FIG. 32, the middle floor nine-structure odd-numbered column and the eight-structure beam joint cut-off / side view are combined in the same manner as FIG .

本発明は図３３に記載されているように、最上階部９本構造体奇数柱、８本構造体梁仕口断・側面図は図２９と同様に結合させる。 In the present invention, as shown in FIG. 33, the uppermost floor 9-structure odd-numbered column and 8-structure beam joint cut-off / side view are combined in the same manner as FIG .

本発明は図３４に記載されているように、中間階継手９本構造体奇数柱、８本構造体梁断・側面図は図２８と同様に結合させる。
小径木７５〜１５０角、構造体柱、４〜５０本２１の下部４４と上部４３は図２８と同様に結合させる。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。In the present invention, as shown in FIG. 34, the intermediate floor joint 9-structure odd-numbered column and 8-structure beam section / side view are combined in the same manner as FIG.
The small-diameter wood 75 to 150 squares, the structural pillars, and the lower portion 44 and the upper portion 43 of the four to fifty 21 are joined in the same manner as in FIG.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図３５に記載されているように、中間階継手９本構造体奇数柱側面図は小径木７５〜１５０角、構造体柱、４〜５０本２１の継手部４８は梁天端より１，０００ｍｍ２７上部で継ぎ、下部４４と上部４３は図２と同様の接続をします。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。 In the present invention, as shown in FIG. 35, the side view of the odd-numbered columns of nine intermediate floor joints with nine structures is a small-diameter wood 75-150 square, the structure columns, four to fifty-one joint portions 48 are 1, The upper part of 000mm27 is connected, and the lower part 44 and upper part 43 are connected in the same way as in Fig.2.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29 .

本発明は図３６に記載されているように、中間部継手９本構造体奇数柱、１１本構造体奇数柱平面図の（Ａ）は小径木７５〜１５０角、構造体柱、４〜５０本２１の結合は図３と同様に結合させる。
（Ｂ）は小径木７５〜１５０角、構造体柱、６〜５４本２２の接続は図２６と同様の接続にする。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をします。In the present invention, as shown in FIG. 36, (A) in the plan view of the intermediate joint 9-structure odd-numbered column and 11-structure odd-numbered column is a small-diameter wood 75 to 150 angle, the structure column 4-50. The book 21 is joined in the same manner as in FIG.
(B) is the same connection as that of FIG.
Also, refractory material and buried wood 45 are applied to cover the screws 33, bolts 31, and cross-shaped plate hardware 29.

本発明は図３７に記載されているように、９本構造体奇数柱脚、１１本構造体奇数柱脚側面図の（Ａ）は小径木７５〜１５０角、構造体柱、４〜５０本２１の接続は図４と同様に結合させる。
（Ｂ）は小径木７５〜１５０角、構造体柱、６〜５４本２２の接続は図２７と同様の接続にする。
さらに、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をします。In the present invention, as shown in FIG. 37, (A) in the side view of the nine structure odd column bases and the eleven structure odd column bases is 75 to 150 corners of small diameter wood, and 4 to 50 structure columns. The connections 21 are combined in the same manner as in FIG.
(B) is the same connection as that of FIG.
In addition, fireproof material and buried wood 45 are applied to cover the screws 33, bolts 31, and cross-shaped plate hardware 29.

本発明は図３８に記載されているように、９本構造体奇数柱脚、１１本構造体奇数柱脚平面図の（Ａ）は小径木７５〜１５０角、構造体柱、４〜５０本２１の接続は図５と同様に結合させる。
（Ｂ）は小径木７５〜１５０角、構造体柱、６〜５４本２２の接続は図２８と同様の接続にする。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。In the present invention, as shown in FIG. 38, (A) in the plan view of nine structure odd-numbered column legs and eleven structure odd-numbered column bases is 75 to 150 corners of small-diameter wood, 4 to 50 structure columns. The connections 21 are combined in the same manner as in FIG.
(B) is the same connection as that of FIG.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

以上、プレート金物としてＴ字形プレート金物３０または十字形プレート金物２９を採用した場合について説明してきたが、次に、Ｉ字形プレート金物３０−１、Ｌ字形相欠きプレート金物３０−２、鍔付きＩ字形プレート金物３０−３、鍔付きＬ字形プレート金物３０−４、Ｉ字形相欠きプレート金物３０−５について、図面により説明をします。 The case where the T-shaped plate hardware 30 or the cross-shaped plate hardware 29 is adopted as the plate hardware has been described above. Next, the I-shaped plate hardware 30-1, the L-shaped phase missing plate hardware 30-2, and the I I will explain the shape of the plate-shaped metal plate 30-3, the L-shaped plate-shaped metal plate 30-4, and the I-shaped phase-less plate metal plate 30-5.

本発明は図３９に記載されているように、隅部２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形相欠きクロス交差プレート金物仕口平面図は小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１にＩ字形相欠きプレート金物３０−５を柱内でクロス交差させて直交したボルト３１を介して、小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本２３−１の端部加工をした大入３５まで挿入して直交したボルト３１を介して結合にする。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。39, as shown in FIG. 39, the plan view of a small-diameter wood 75 × 37 to 150 is shown in FIG. 75 × 37-150 × 75 small-diameter wood through bolts 31 that are orthogonal to each other by crossing the I-shaped phased plate hardware 30-5 in the column and crossing the X-square, structural column, 8-50 21-1 Corners, structure pillars, 8-50 pieces 21-1, large insertion holes 37 are processed, small diameter wood 75 × 37-150 × 75 square two rows, structure beams, end of 8-28 pieces 23-1 It inserts up to the large insertion 35 which carried out the part process, and it makes it couple | bond through the bolt 31 orthogonally crossed.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図４０に記載されているように、隅部・中間階２０本構造体偶数柱、１６本構造体隅数梁、I字形相欠きクロス交差プレート金物、仕口側面図は図３９と同様の接合にする。
また、Ｉ字形相欠きプレート金物３０−５には筋交を取り付けるためのプレート金物があり直交したボルト３１を介して結合する。 As shown in FIG. 40, the present invention has 20 corner and intermediate floor structure even columns, 16 structure corner beams, I-shaped cross-over cross plate hardware, and the side view of the joint is shown in FIG. Make similar joints.
Further, the I-shaped phase missing plate metal 30-5 has a plate metal for attaching a brace, and is coupled through orthogonal bolts 31.

本発明は図４１に記載されているように、隅部・最上階２０本構造体偶数柱、１６本構造体隅数梁、Ｌ字形相欠きクロス交差プレート金物、仕口側面図は図３９と同様の結合する。 As shown in FIG. 41, the present invention has a corner / top 20 structure even column, a 16 structure corner beam, an L-shaped cross-over cross-section plate hardware, and a side view of the joint as shown in FIG. Similar joins .

本発明は図４２に記載されているように、隅部・中間階継手部柱２０本構造体偶数柱、１６本構造体隅数梁、Ｉ字形相欠きクロス交差プレート金物、仕口側面図は下部４４の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１にＬ字形相欠きプレート金物３０−２を柱内でクロス交差させて直交したボルト３１を介して、上部４３の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１を直交したボルト３１を介して結合させる。
また、小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本２３−１の端部加工をした大入３５まで挿入して直交したボルト３１を介して接合にする。
さらに、Ｌ字形相欠きプレート金物３０−２には筋交を取り付けるためのプレート金物があり直交したボルト３１を介して結合させる。 As shown in FIG. 42, the present invention has 20 corner and intermediate floor joint columns, even structure columns, 16 structure corner beams, I-shaped phase crossover plate hardware, and side view of the joint. A small-diameter wood 75 × 37 to 150 × 75 corner of the lower portion 44, structural pillars, 8 to 50 pieces 21-1, and an L-shaped phased plate hardware 30-2 are crossed in the pillars through bolts 31 orthogonal to each other. The small-diameter wood 75 × 37 to 150 × 75 squares of the upper portion 43, the structural pillars, and 8 to 50 pieces 21-1 are joined through the bolts 31 orthogonal to each other.
Also, small-diameter wood 75 × 37 to 150 × 75 square, structural pillars, 8 to 50 pieces 21-1, large insertion holes 37 are processed, small-diameter wood 75 × 37 to 150 × 75 square 2 rows, structural body The beam is inserted up to the large insertion 35 where the end portions of 8 to 28 pieces 23-1 are processed and joined through bolts 31 orthogonal to each other.
Further, the L-shaped phase missing plate metal 30-2 has a plate metal for attaching a brace, and is coupled through orthogonal bolts 31.

本発明は図４３に記載されているように、２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図は小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１の基礎コンクリート４６との接続は小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１に直交させたボルト３１で固定して流動性ケミカル樹脂で結合させてベースプレート５６と基礎コンクリート４６をアンカーボルト５８で結合させる。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。As shown in FIG. 43, the present invention has 20 structure even pillars / leg pillars, I-shaped plate hardware, joint plan view, small-diameter wood 75 × 37 to 150 × 75 square, structure pillars, 8 to connection with the foundation concrete 46 of 50 lines 21 - small tree 75 × 37-150 × 75 square, structure pillar, fixed to fluidity chemical resin bolts 31 which has straight interlinked to 8-50 present 21-1 Then, the base plate 56 and the foundation concrete 46 are connected by the anchor bolt 58.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図４４に記載されているように、２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図の接合は図４３と同様に結合させる。 In the present invention, as shown in FIG. 44, the joining of 20 structure even-numbered columns / leg columns, I-shaped plate hardware, and side view of the joint is combined in the same manner as FIG .

本発明は図４５に記載されているように、２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口平面図は下部４３の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１の下面と上部４４の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１の上面の柱継手部４８でＩ字形相欠きプレート金物３１−５を柱内でクロス交差させて直交したボルト３１とケミカル樹脂４１を介して結合にする。 45. As shown in FIG. 45, the present invention includes 20 structure even-numbered columns and intermediate floor joint columns, I-shaped phase-crossed cross plate metal fittings, and a joint plan view of a small diameter wood 75 × 37 to 150 × in the lower portion 43. 75 squares, structural pillars, 8-50 pieces 21-1 lower surface and upper part 44 small-diameter wood 75 × 37-150 × 75 squares, structural pillars, 8-50 pieces 21-1 upper joints 48 The I-shaped phase missing plate metal 31-5 is cross-crossed in the pillar and is bonded via the orthogonal bolt 31 and the chemical resin 41.

本発明は図４６に記載されているように、２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口側面図は図４５と同様に結合させる。 In the present invention, as shown in FIG. 46, 20 structure even-numbered columns / intermediate floor joint columns, I-shaped phase-out cross-cross plate hardware, and side view of the joint are combined in the same manner as in FIG .

本発明は図４７に記載されているように、隅部２０本構造体偶数柱、１６本構造体隅数梁、I字形相欠きクロス交差プレート金物、仕口平面図は図３９と同様に結合する。 The invention as described in Figure 47, the corner portion 20 present structure even number columns, 16 structures corners number beams, I shaped-lap cross intersecting plates hardware, Joint plan view similarly combined with 39 To do.

本発明は図４８に記載されているように、隅部中間階２０本構造体偶数柱、１６本構造体隅数梁、I字形相欠きクロス交差プレート金物、仕口側面図は図４０と同様に結合する。 As shown in FIG. 48, the present invention has 20 corner intermediate floor even structure columns, 16 structure corner beams, I-shaped phase-deficient cross-intersection plate hardware, and the side view of the joint is the same as FIG. 40. To join .

本発明は図４９に記載されているように、隅部最上階２０本構造体偶数柱、１６本構造体隅数梁、I字形相欠きクロス交差プレート金物、仕口側面図は図４１と同様に結合する。 As shown in FIG. 49, the present invention has the same structure as shown in FIG. 41, as shown in FIG. To join .

本発明は図５０に記載されているように、隅部中間階継手部２０本構造体偶数、１６本構造体隅数梁、I字形相欠きクロス交差プレート金物、仕口側面図は図４２と同様に結合する。 As shown in FIG. 50, the present invention has an even number of corner intermediate joints, 20 structure bodies, 16 structure corner beams, I-shaped phase crossover plate hardware, and a side view of the joint as shown in FIG. Combine in the same way.

本発明は図５１に記載されているように、２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図は図４４と同様に結合する。 In the present invention, as shown in FIG. 51, the 20 structure even-numbered columns / leg columns, the I-shaped plate hardware, and the side view of the joint are combined in the same manner as in FIG.

本発明は図５２に記載されているように、２０本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側平面図は図４３と同様に結合する。 In the present invention, as shown in FIG. 52, the 20 structure even-numbered columns / leg columns, the I-shaped plate hardware, and the joint side plan view are combined in the same manner as FIG.

本発明は図５３に記載されているように、２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口平面図は図４５と同様に結合する。 In the present invention, as shown in FIG. 53, 20 structure even-numbered columns / intermediate floor joint columns, I-shaped phase-deficient cross-intersecting plate hardware, and a joint plan view are coupled in the same manner as in FIG.

本発明は図５４に記載されているように、２０本構造体偶数柱・中間階継手柱、Ｉ
字形相欠きクロス交差プレート金物、仕口平面図は図４６と同様に結合する。 As shown in FIG. 54, the present invention includes 20 structure even-numbered columns / intermediate floor joint columns,
The figure-shaped phase cross-over plate hardware and joint plan view are combined in the same manner as in FIG.

本発明は図５５に記載されているように、隅部１８本構造体偶数柱、１６本構造体隅数梁、Ｉ字形プレート金物、仕口平面図は小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１にＩ字形プレート金物３０−１に直交したボルト３１を介して、小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本２３−１の端部加工をして大入３５まで挿入して直交したボルト３１を介して結合する。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。As shown in FIG. 55, the present invention has an even number of 18 corner structure pillars, 16 structure corner beams, an I-shaped plate hardware, and a joint plan view of a small-diameter wood 75 × 37 to 150 × 75 square. , Structural pillar, 8-50 pieces 21-1, through bolts 31 orthogonal to the I-shaped metal plate 30-1, small diameter wood 75 × 37-150 × 75 square, structural pillars, 8-50 pieces 21-1 1 has a large insertion hole 37 machined, and a small-diameter wood 75 × 37 to 150 × 75 square two rows, a structural beam, 8 to 28 ends 23-1, and inserted to the large insertion 35 It couple | bonds through the bolt 31 orthogonally crossed.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図５６に記載されているように、隅部・中間階１８本構造体偶数柱、１６本構造体隅数梁、I字形プレート金物、仕口側面図は図５５と同様に結合する。 56. As shown in FIG. 56, the present invention has 18 corners / intermediate floor structure even columns, 16 structure corner beams, I-shaped plate hardware, and side view of the joints as shown in FIG. .

本発明は図５７に記載されているように、隅部・最上階１８本構造体偶数柱、１６本構造体隅数梁、I字形プレート金物、仕口側面図は図５５と同様に結合する。 As shown in FIG. 57, the present invention has 18 corners and top floors even structure columns, 16 structure corner beams, I-shaped plate hardware, and side view of the joints as shown in FIG. .

本発明は図５８に記載されているように、隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、Ｌ、Ｉ字形プレート金物、仕口平面図は下部４４の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１にＬ字形プレート金物３０−２とＩ字形プレート金物３０−１に直交したボルト３１を介して、小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角2列、構造体梁、８〜２８本２３−１の端部加工をした大入３５まで挿入して直交したボルト３１を介して結合する。
また、柱継手部４８に上部４３の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１を接続させて直交させたボルト３１を介して結合させます。 As shown in FIG. 58, the present invention has 18 even-numbered corner / intermediate joint joint columns, 16-structured corner beams, L and I-shaped plate hardware, and a bottom plan view of the joint 44. Small-diameter wood 75 × 37 to 150 × 75 square, structural pillars, 8 to 50 pieces 21-1, L-shaped plate hardware 30-2 and I-shaped metal plate 30-1 through bolts 31 perpendicular to the small-diameter wood 75 × 37 to 150 × 75 squares, structure pillars, 8 to 50 pieces 21-1, large insertion holes 37 are processed, small diameter wood 75 × 37 to 150 × 75 square 2 rows, structural beams, 8 to It inserts to the large insertion 35 which processed the end part of 28 23-1, and couple | bonds it through the bolt 31 orthogonally crossed .
In addition, 75 × 37 ~ 150 × 75 squares of small diameter wood in the upper part 43, structural pillars, 8-50 pieces 21-1 are connected to the column joint part 48, and are coupled through bolts 31 that are orthogonal to each other.

本発明は図５９に記載されているように、隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、Ｌ、Ｉ字形プレート金物、仕口側面図は図５８と同様に結合する。 As shown in FIG. 59, the present invention has 18 corner and intermediate floor joint columns, even structure columns, 16 structure corner beams, L and I-shaped plate hardware, and a side view of the joint shown in FIG. Combine in the same way.

本発明は図６０に記載されているように、１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図は図４４と同様に結合する。 In the present invention, as shown in FIG. 60, the 18 structure even-numbered columns and pedestals, the I-shaped plate hardware, and the side view of the joint are combined in the same manner as in FIG.

本発明は図６１に記載されているように、１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図は図４４と同様に結合する。 In the present invention, as shown in FIG. 61, the 18 structure even-numbered columns and pedestals, the I-shaped plate hardware, and the side view of the joint are combined in the same manner as in FIG.

本発明は図６２に記載されているように、２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口平面図は図４５と同様に結合する。 In the present invention, as shown in FIG. 62, 20 structure even-numbered columns / intermediate floor joint columns, I-shaped phase-deficient cross-intersecting plate hardware, and joint plan view are combined in the same manner as FIG .

本発明は図６３に記載されているように、２０本構造体偶数柱・中間階継手柱、Ｉ字形相欠きクロス交差プレート金物、仕口側面図は図４６と同様に結合する。 As shown in FIG. 63, the present invention has 20 structure even-numbered columns / intermediate floor joint columns, I-shaped phase-deficient cross-intersecting plate hardware, and a side view of the joints as shown in FIG .

本発明は図６４に記載されているように、隅部１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口平面図は小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１に鍔付きＩ字形プレート金物３０−２に直交したボルト３１を介して固定して小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本２３の端部加工をした大入３５まで挿入して直交したボルト３１を介して結合する。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。As shown in FIG. 64, the present invention has an even number of 18 corner structure pillars, 16 structure corner beams, a flanged I-shaped plate hardware, and a joint plan view of a small diameter wood 75 × 37 to 150 ×. 75 squares, structural pillars, 8-50 pieces 21-1, fixed with bolts 31 perpendicular to the I-shaped plate hardware 30-2 with a hook, small diameter wood 75 × 37-150 × 75 squares, structural pillars, 8-50 21-1 has a large insertion hole 37 processed, small diameter wood 75 × 37-150 × 75 square 2 rows, structural beam, up to large insertion 35 with end processing of 8-28 23 Inserted and joined via bolts 31 that are orthogonal.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図６５に記載されているように、隅部・中間階１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口側面図は図６４と同様に結合する。 The invention as described in Figure 65, corners and intermediate floors 18 present structure even number columns, 16 structures corners number beams, flanged I-shaped plates hardware, Joint side view similar to FIG. 64 Join.

本発明は図６６に記載されているように、隅部・最上階１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口側面図は図６４と同様に結合する。 The invention as described in Figure 66, the corner-top floor 18 present structure even number columns, 16 structures corners number beams, flanged I-shaped plates hardware, Joint side view similar to FIG. 64 Join.

本発明は図６７に記載されているように、隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ、Ｌ字形プレート金物、仕口平面図は下部４４の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１に鍔付きＬ字形プレート金物３０−４と鍔付きＩ字形プレート金物３０−３に直交したボルト３１を介して、小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本２３−１の端部加工をした大入３５まで挿入して直交したボルト３１を介して接合にする。
また、柱継手部４８に鍔付きＬ字形プレート金物３０−４と鍔付きＩ字形プレート金物３０−３を接合させて上部４３の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１を接続させて直交させたボルト３１を介して結合する。 As shown in FIG. 67, the present invention has 18 even-numbered corner / middle-floor joint columns, 16-structure corner beams, I-shaped brackets, L-shaped plate hardware, Small-diameter wood 75 × 37 to 150 × 75 corners of the lower part 44, structural pillars, 8 to 50 pieces 21-1, a hooked L-shaped plate hardware 30-4 and a bolt 31 perpendicular to the hooked I-shaped plate hardware 30-3 The small-diameter wood 75 × 37 to 150 × 75 square, the structural pillar, 8 to 50 pieces 21-1 are processed into large holes 37, and the small-diameter wood 75 × 37 to 150 × 75 square 2 rows, The structural beam, 8 to 28 pieces 23-1, which has been processed into end portions 35, are inserted and joined through bolts 31 orthogonal to each other.
Also, the L-shaped plate metal 30-4 and the I-shaped metal plate 30-3 with a flange are joined to the column joint portion 48, and a small-diameter wood 75 × 37 to 150 × 75 square of the upper portion 43, a structural column, 8 to The 50 bolts 21-1 are connected and coupled through bolts 31 that are orthogonal to each other.

本発明は図６８に記載されているように、隅部・中間階継手部柱１８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ、Ｌ字形プレート金物、仕口側面図は図６７と同様に結合する。 As shown in FIG. 68, the present invention has 18 even-numbered corner / intermediate joint joint columns, 16-structured corner beams, ridged I, L-shaped plate hardware, It couple | bonds similarly to FIG.

本発明は図６９に記載されているように、１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図は図４４と同様に結合する。 In the present invention, as shown in FIG. 69, the 18 structure even-numbered columns / leg columns, the I-shaped plate hardware, and the side view of the joint are combined in the same manner as in FIG.

本発明は図７０に記載されているように、１８本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図は図４３と同様に結合する。 In the present invention, as shown in FIG. 70, the 18 structure even-numbered columns / leg columns, the I-shaped plate hardware, and the joint plan view are combined in the same manner as FIG .

本発明は図７１に記載されているように、１８本構造体偶数柱・中間階継手柱、鍔付きＩ、Ｌ字形プレート金物、仕口平面図は下部４４の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１に鍔付きＩ字形プレート金物３０−３を接合させて直交したボルト３１を介して固定して上部４３の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１を接続して直交したボルト３１を介して固定します。 71, as shown in FIG. 71, 18 structure even-numbered columns / intermediate floor joint columns, flanged I, L-shaped plate hardware, joint plan view is a small diameter wood 75 × 37 to 150 × in the lower portion 44 75 squares, structure pillars, 8 to 50 pieces 21-1, a flanged I-shaped plate hardware 30-3 is joined and fixed through orthogonal bolts 31, and small diameter wood 75 × 37 to 150 × 75 in the upper portion 43 Connect corners, structural pillars, 8-50 21-1 and fix them with bolts 31 orthogonal to each other.

本発明は図７２に記載されているように、１８本構造体偶数柱・中間階継手柱、鍔付きＩ字形プレート金物、仕口平面図は図７１と同様に結合する。 In the present invention, as shown in FIG. 72, the 18 structure even-numbered columns / intermediate floor joint columns, the flanged I-shaped plate hardware, and the joint plan view are coupled in the same manner as in FIG.

本発明は図７３に記載されているように、隅部８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口平面図は小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１に鍔付きＩ字形プレート金物３０−３に直交したボルト３１を介して固定して小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本２３−１の端部加工をした大入３５まで挿入して直交したボルト３１を介して結合する。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。73. As shown in FIG. 73, the present invention has an even-numbered column with eight corners, a sixteen-structure corner beam, a flanged I-shaped plate hardware, and a plan view of a joint with a small-diameter wood 75 × 37 to 150 ×. 75 squares, structural pillars, 8-50 pieces 21-1 with bolts 31 orthogonal to hooked I-shaped plate hardware 30-3, and small-diameter wood 75 × 37-150 × 75 squares, structural pillars, A large insertion hole 37 is processed in 8 to 50 pieces 21-1, and a small diameter wood 75 × 37 to 150 × 75 square two rows, a structural beam, and an end portion of 8 to 28 pieces 23-1 are processed. Insert up to 35 and connect via bolts 31 orthogonal to each other.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図７４に記載されているように、隅部・中間階８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口側面図は図７３と同様に結合する。 The invention as described in Figure 74, corners and intermediate floor eight structure even number columns, 16 structures corners number beams, flanged I-shaped plates hardware, Joint side view similar to FIG. 73 Join.

本発明は図７５に記載されているように、隅部・最上階８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形プレート金物、仕口側面図は図７３と同様に結合する。 The invention as described in Figure 75, the corner-top floor eight structure even number columns, 16 structures corners number beams, flanged I-shaped plates hardware, Joint side view similar to FIG. 73 Join.

本発明は図７６に記載されているように、隅部・中間階継手部柱８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形相欠きクロス交差プレート金物、仕口平面図は下部４４の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１に鍔付きＩ字形相欠きプレート金物３０−６を柱内でクロス交差させて直交したボルト３１を介して固定して上部４３の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１を直交したボルト３１を介して接合させて鍔付きＩ字形相欠きプレート金物３０−６に直交させたボルト３１で接合させます。
また、小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１には大入穴３７加工してあり、小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本２３−１の端部加工をした大入３５まで挿入して直交したボルト３１を介して結合する。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。As shown in FIG. 76, the present invention has an even number of pillars / intermediate joint joint pillars, eight structural pillars, sixteen structural corner beams, a flanged I-shaped phase crossover plate hardware, a joint plane. The figure shows a small-diameter wood 75 × 37 to 150 × 75 square in the lower part 44, a structural pillar, 8 to 50 pieces 21-1, and an I-shaped phased plate hardware 30-6 crossed in the pillar and crossed perpendicularly. A fixed I-shaped phased plate with a hook by joining small-diameter wood 75 × 37 to 150 × 75 square, structural pillars, and 8 to 50 pieces 21-1 of the upper portion 43 through orthogonal bolts 31. Join with the bolts 31 orthogonal to the hardware 30-6.
Also, small-diameter wood 75 × 37 to 150 × 75 square, structural pillars, 8 to 50 pieces 21-1, large insertion holes 37 are processed, small-diameter wood 75 × 37 to 150 × 75 square 2 rows, structural body The beam is inserted up to a large insertion 35 having 8 to 28 ends 23-1, which are end-machined, and coupled through orthogonal bolts 31.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図７７に記載されているように、隅部・中間階継手部柱８本構造体偶数柱、１６本構造体隅数梁、鍔付きＩ字形相欠きクロス交差プレート金物、仕口側面図は図７６と同様に結合する。 As shown in FIG. 77, the present invention has an even number of pillars / intermediate floor joint pillars, a structure of 16 pillars, a pillar of 16 pillars, an I-shaped cross-over plate hardware with flanges, a side surface of a joint, and the like. The figures are combined in the same way as in FIG.

本発明は図７８に記載されているように、８、１２本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口側面図は図４４と同様に結合する。 In the present invention, as shown in FIG. 78, the 8- and 12-structure even-numbered columns / leg columns, the I-shaped plate hardware, and the side view of the joint are combined in the same manner as in FIG.

本発明は図７９に記載されているように、８、１２本構造体偶数柱・脚柱、Ｉ字形プレート金物、仕口平面図は図４３と同様に結合する。 In the present invention, as shown in FIG. 79, the 8- and 12-structure even-numbered columns / leg columns, the I-shaped plate hardware, and the joint plan view are combined in the same manner as FIG .

本発明は図８０に記載されているように、１８本構造体偶数柱・中間階継手柱、Ｉ字形プレート相欠き金物、仕口平面図は下部４４の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１にＩ字形相欠きプレート金物３０−５を柱内でクロス交差させて直交したボルト３１を介して固定して上部４３の小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本２１−１は柱継手部４８で接合させてＩ字形相欠きプレート金物３０−５に直交させたボルト３１で結合する。
また、ビス３３、ボルト３１、十字形プレート金物２９を被覆するように耐火材と埋木４５をする。As shown in FIG. 80, the present invention has 18 structure even-numbered columns / intermediate floor joint columns, I-shaped plate phased hardware, and a joint plan view of a small-diameter wood 75 × 37 to 150 × 75 square in the lower portion 44. The I-shaped phased plate hardware 30-5 is cross-crossed in the pillars and fixed through the bolts 31 orthogonal to the structure pillars, 8 to 50 pieces 21-1, and the small diameter wood 75 × 37 to 150 of the upper part 43 is fixed. X75 squares, structural pillars, 8-50 pieces 21-1 are joined by a column joint portion 48 and joined by bolts 31 orthogonal to an I-shaped phase-less plate hardware 30-5.
Further , the fireproof material and the buried wood 45 are applied so as to cover the screws 33, the bolts 31, and the cross-shaped plate hardware 29.

本発明は図８１に記載されているように、１８本構造体偶数柱・中間階継手柱、Ｉ字形プレート金物、仕口側面図は図８０と同様に結合する。 In the present invention, as shown in FIG. 81, 18 structure even-numbered columns / intermediate floor joint columns, I-shaped plate hardware, and joint side view are combined in the same manner as in FIG.

本発明は、地域産の材料を利用して木造の準耐火建築物や木造の耐震構造や恒久的建築物にでき、特殊建築物や中高層建築が可能となる。
また、住宅、保育園、幼稚園、学校、体育館、劇場、公会堂、集会所、公共建築物、市場、事務所、集合住宅、定温倉庫の建物に適用できる。 The present invention can be made into a quasi-refractory building made of wood, a seismic structure made of wood, or a permanent building using a locally produced material, and a special building or a medium-high-rise building is possible.
It can also be applied to houses, nurseries, kindergartens, schools, gymnasiums, theaters, public halls, meetinghouses, public buildings, markets, offices, apartment houses, and constant temperature warehouses.

1−1・・小径木７５〜１５０角

1−2・・小径木７５〜１５０角断面
２・・小径木７５〜１５０角構造体の偶数柱断面
3・・小径木７５〜１５０角側面
４・・小径木７５〜１５０角、構造体偶数柱側面
5・・小径木７５〜１５０角、構造体の奇数柱断面
6・・小径木７５〜１５０角、構造体の奇数柱側面
7・・小径木７５〜１５０角、構造体梁断面
8-1・・小径木７５〜１５０角、構造体梁平面
8-2・・小径木７５〜１５０角、構造体梁側面
9-1・・小径木の十字形プレート金物接合柱加工部断面
9-2・・構造体柱の十字形プレート金物接合柱加工部断面
10-1・・小径木の十字形プレート金物接合柱加工部側面
10-2・・構造体柱の十字形プレート金物接合柱加工部側面
11-1・・小径木の柱脚十字形プレート金物接合柱加工部側面
11-2・・構造体柱の柱脚十字形プレート金物接合柱加工部側面
12-1・・小径木の梁挿入部柱加工部断面
12-2・・構造体柱の梁挿入部柱加工部断面
13-1・・小径木の梁挿入部柱加工部側面
13-2・・構造体柱の梁挿入部柱加工部側面
14-1・・Ｔ字形プレート金物平面
14-2・・Ｔ字形プレート金物側面
14-3・・十字形プレート金物平面
14-4・・十字形プレート金物側面
14-5・・十字形プレート金物接合部
15-1・・柱脚十字形プレート金物平面
15-2・・柱脚十字形プレート金物側面
15-3・・柱脚十字形プレート金物接合部
16・・Ｔ字形プレート金物接合部
17-1・・小径木の中間部金物接合柱加工部断面
17-2・・構造体柱の中間部金物接合柱加工部断面
18-1・・小径木の中間部金物接合柱加工部側面
18-2・・構造体柱の中間部金物接合柱加工部側面
19-1・・小径木の中間部梁天端より１，０００金物接合柱加工部断面
19-2・・構造体柱の中間部梁天端より１，０００金物接合柱加工部断面
20-1・・小径木の中間部梁天端より１，０００金物接合柱加工部側面
20-2・・構造体柱の中間部梁天端より１，０００金物接合柱加工部側面
21・・小径木７５〜１５０角、構造体柱、４〜５０本
21-1・・小径木７５×３７〜１５０×７５角、構造体柱、８〜５０本
22・・小径木７５〜１５０角、構造体袖付柱、６〜５４本
22-1・・小径木７５×３７〜１５０×７５角、構造体袖付柱、１２〜５４本
23・・小径木７５〜１５０角２列、構造体梁、４〜１２本
23-1・・小径木７５×３７〜１５０×７５角２列、構造体梁、８〜２８本
24・・小径木７５１５０角、構造体袖付柱、６〜１４本
24-1・・小径木７５×３７〜１５０×７５角、構造体袖付柱、１４〜５６本
25・・小径木７５〜１５０角３列、構造体梁、６〜１８本
25-1・・小径木７５×３７〜１５０×７５角３列、構造体梁、１２〜４０本
26・・小径木７５〜１５０角、構造体袖付柱、８〜２０本
26-1・・小径木７５×３７〜１５０×７５角、構造体袖付柱、１６〜５８本
27・・梁天端より１，０００
28・・梁天端
29・・十字形プレート金物
30・・Ｔ字形プレート金物
30-1・・I字形プレート金物
30-2・・L字形相欠きプレート金物
30-3・・鍔付きI字形プレート金物
30-4・・鍔付きL字形プレート金物
30-5・・I字形相欠きプレート金物
30-6・・鍔付きI字形相欠きプレート金物
31・・ボルト
32・・ボルト穴
33・・ビス
34・・構造用接着剤
35・・大入
36・・大入線
37・・大入穴
38・・ほぞ
39・・ほぞ穴
40・・液体ガラス
41・・ケミカル樹脂
42・・ケミカル樹脂注入孔
43・・上部
44・・下部
45・・耐火材と埋木
46・・基礎コンクリート
47・・アンカー鉄筋
48・・柱継手部
48-1・・梁天端
49・・仕口部
50・・梁挿入部
51・・加工穴
52・・加工線
53・・取付ビス
54・・添梁
55・・後打ちビス
56・・ベースプレート
57・・無収縮モルタル
58・・アンカーボルト
59・・アンカーアングル
60・・高さ調整用鉄筋
61・・銅板
62・・貫通穴
63・・火打梁 1-1 ... 75-150 squares of small diameter wood

1-2. ・ Small-diameter wood 75-150 square cross section 2 ・ ・ Even-column cross section of small-diameter wood 75-150 square structure
3 ・ ・ Small-diameter wood 75-150 square side 4 ・ ・ Small-diameter wood 75-150 square, even structure pillar side
5 ・ ・ Small-diameter wood 75-150 square, odd column cross section of the structure
6 ・ ・ Small-diameter wood 75-150 squares, odd pillar side of the structure
7 ・ ・ 75-150 angle small-diameter wood, structural beam cross section
8-1 .. 75-150 squares of small diameter wood, structural beam plane
8-2 .. 75-150 squares of small diameter wood, structural beam side
9-1 ・ ・ Cross-shaped cross-section metal joint column cross section
9-2 ・ ・ Cross-shaped plate of metal column
10-1 ・ ・ Cross-shaped plate metal joint column processing part side surface of small diameter wood
10-2 ・ ・ Cross-shaped plate hardware joint column processing part side of structure column
11-1 ・ ・ Side-shaped wooden column base cross-shaped plate hardware joint column processing side
11-2 ・ ・ Cylinder base of cross-shaped plate of structure column
12-1 ・ ・ Cross section of beam insertion part of small diameter beam
12-2 ・ ・ Cross-section of beam column in structure column
13-1 ・ ・ Small-diameter beam insertion part Column processing part side
13-2 .. Beam insertion part of structure column Side of column machining part
14-1 ・ ・ T-shaped plate hardware plane
14-2 ・ ・ T-shaped plate hardware side
14-3 ・ ・ Cross-shaped plate hardware plane
14-4..Cross-shaped plate hardware side
14-5..Cross-shaped plate hardware joint
15-1 ・ ・ Cylinder-shaped cross-shaped plate hardware plane
15-2 ・ ・ Cylinder-shaped cross-shaped plate hardware side
15-3 ・ ・ Cylinder-shaped cross-shaped plate hardware joint
16 ・ ・ T-shaped plate hardware joint
17-1 ・ ・ Cross section of the metal joint column
17-2. ・ Cross-section of the intermediate part of the structural column
18-1 ・ ・ Side side of small diameter wood
18-2 ・ ・ Intermediate part of metal column
19-1 ・ ・ Cross section of machined part of 1,000 metal joint from the top of beam
19-2. Cross section of processed part of 1,000 metal joints from the top of the beam in the middle of the structural column
20-1 ・ ・ 1,000 hardware joint pillar side from the top of the beam
20-2 ・ ・ 1,000 hardware joint pillar side from the top of the middle beam of the structural column
21 .. 75-150 squares of small diameter wood, 4-50 structural pillars
21-1 ・ ・ Small-diameter wood 75 × 37-150 × 75 square, structural pillar, 8-50
22 ·· 75-150 squares of small diameter wood, pillars with sleeves, 6-54
22-1 ・ ・ Small-diameter wood 75 × 37-150 × 75 corner, pillar with structure sleeve, 12-54
23..Small-diameter wood 75-150 square 2 rows, structural beams, 4-12
23-1 .. Small diameter wood 75 x 37 to 150 x 75 square 2 rows, structural beams, 8 to 28
24..Small diameter wood 75150 squares, pillars with sleeves, 6-14
24-1 ・ ・ Small-diameter wood 75 × 37 to 150 × 75 corner, pillar with structure sleeve, 14 to 56
25 .. 75-150 square 3 rows of small diameter wood, 6 to 18 structural beams
25-1 .. Small-diameter wood 75 x 37 to 150 x 75 square 3 rows, structural beams, 12 to 40
26 .. 75-150 squares of small diameter wood, pillars with structure sleeves, 8-20
26-1 ・ ・ Small-diameter wood 75 × 37-150 × 75 corner, pillar with structure sleeve, 16-58
27 ・ ・ 1,000 from the top of the beam
28 ...
29..Cross-shaped plate hardware
30 ・ ・ T-shaped plate hardware
30-1 ・ ・ I-shaped plate hardware
30-2 ・ ・ L-shaped phase missing plate hardware
30-3 ・ ・ I-shaped plate hardware with hook
30-4 ・ ・ L-shaped plate hardware with a hook
30-5 ・ ・ I-shaped phase missing plate hardware
30-6 ・ ・ I-shaped phased plate with bracket
31 ・ Bolt
32 ・ ・ Bolt hole
33.
34 .. Structural adhesives
35 ...
36 ・ ・ Large incoming line
37 ・ ・ Large hole
38 ... tenon
39 ... mortise
40 ・ ・ Liquid glass
41 ・ ・ Chemical resin
42 ・ ・ Chemical resin injection hole
43 upper part
44 ・ ・ Lower
45 ・ ・ Refractory materials and buried wood
46 ・ ・ Concrete concrete
47. Anchor rebar
48 ・ ・ Column joint
48-1 ...
49.
50 ・ ・ Beam insertion part
51 ・ ・ Processed hole
52 ・ ・ Processing line
53 ・ ・ Mounting screw
54 ...
55.
56 ・ ・ Base plate
57 ・ ・ Non-shrink mortar
58 ・ Anchor bolt
59 ・ Anchor angle
60 .. Rebar for height adjustment
61 ... Copper plate
62 ・ ・ Through hole
63 ...

Claims (7)

柱、梁の構造体を構成する小径木の角材と、継手、仕口で使用するプレート金物とからなる木造骨組構造において、
小径木の形状をプレート金物が埋められる形状に対応させて形成し、
小径木同士を接着剤により接着して構成した構造体は、構造体の一端にＩ字形相欠きプレート金物の組合せからなるプレート金物を埋め込み、該プレート金物と小径木同士の接合を構造体に直交したボルト又はビスを使用して強固に結合し、
構造体同士の結合は構造体の一端に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する構造体を差し込み、ボルト又はビスで締結して結合し、その結果、継手、仕口を剛節構造としたことを特徴とする小径木の角材からなる建築物の木造骨組構造。In a wooden frame structure consisting of small-diameter wooden squares that make up the structure of pillars and beams, and metal fittings used in joints and joints,
Form the shape of the small-diameter tree corresponding to the shape in which the plate hardware is buried,
A structure constructed by bonding small-diameter trees together with an adhesive embeds a plate hardware consisting of a combination of I-shaped phased plate hardware at one end of the structure, and the joint between the plate hardware and the small-diameter wood is orthogonal to the structure. Firmly using bolts or screws
The coupling between the structures is performed by inserting the structure to be coupled to the plate hardware composed of a combination of I-shaped phase-deficient plate hardware embedded in one end of the structure, and fastening by bolts or screws. A wooden frame structure of a building made of small-diameter wooden timber, characterized in that the joint and joint have a rigid joint structure. 接着剤により接着された小径木同士の接着を、構造体に直交したボルトやビスを使用して接着をより強固にしたことを特徴とする請求項１に記載の小径木の角材からなる建築物の木造骨組構造。  2. A building made of square wood of small-diameter wood according to claim 1, wherein the adhesion between the small-diameter woods bonded by an adhesive is made stronger by using bolts or screws orthogonal to the structure. Wooden frame structure. 柱の継手は、下側の構造体柱または構造体袖付柱の上面に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する上側の構造体柱または構造体袖付柱の下面に差し込み、ボルト又はビスで締結して結合して、その結果、継手を剛節構造としたことを特徴とする請求項１又は請求項２に記載の小径木の角材からなる建築物の木造骨組構造。  The column joint is an upper structure column or column with a structure sleeve to be coupled to a plate hardware composed of a combination of I-shaped phase-less plate hardware embedded in the upper surface of the lower structure column or structure sleeve column. 3. A building made of square wood of small-diameter wood according to claim 1 or 2, characterized in that the joint has a rigid joint structure as a result of being inserted into the lower surface and fastened with bolts or screws. Wooden frame structure. 梁の継手は、一方の構造体梁または構造体袖付梁の端部に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する他方の構造体梁または構造体袖付梁に差し込み、ボルト又はビスで結合して、その結果、継手を剛節構造としたことを特徴とする請求項１又は請求項２に記載の小径木の角材からなる建築物の木造骨組構造。  The joint of the beam is connected to the other structural beam or the structured sleeve beam with respect to the plate hardware composed of the combination of the I-shaped phased plate hardware embedded in the end of the structural beam or the structured sleeve beam. The wooden frame structure of a building made of small-diameter timbers according to claim 1 or 2, wherein the joint is made into a rigid joint structure as a result of being inserted into a bolt and connected with bolts or screws. 仕口は大入れ及びほぞ加工をした構造体柱または構造体袖付柱に埋め込まれたＩ字形相欠きプレート金物の組合せからなるプレート金物に対して、結合する構造体梁または構造体袖付梁を差し込み、ボルトで接続して結合し、その結果、仕口を剛節構造としたことを特徴とする請求項１又は請求項２に記載の小径木の角材からなる建築物の木造骨組構造。  The joint is inserted into the structural bracket or the sleeve sleeve beam to be connected to the plate hardware consisting of a combination of I-shaped phase-deficient plate hardware embedded in a structure column or a sleeve sleeve with large insertion and mortise. 3. A wooden frame structure of a building made of square wood of a small-diameter tree according to claim 1 or 2, characterized in that the joint is connected by bolts, and as a result, the joint has a rigid joint structure. プレート金物、ボルト、ビスを被覆するように耐火材と埋木を埋めこむことを特徴とする請求項１乃至請求項５のいずれかに記載の小径木の角材からなる建築物の木造骨組構造。Plates hardware, bolts, wooden frame structure of a building comprising a square bar of small diameter trees according to claim 1 乃 optimum claim 5, characterized in that embed refractory material and groaning so as to cover the screws. 埋め込むＩ字形相欠きプレート金物の組合せからなるプレート金物は構造体の中心に位置していることを特徴とする請求項１乃至請求項５のいずれかに記載の小径木の角材からなる建築物の木造骨組構造。Buildings made of square bar of small diameter trees according to claim 1 乃 optimum claim 5 plates hardware consisting of a combination of I-shaped-lap plate fittings is characterized in that in the center of the structure embedded Wooden frame structure.
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JP2018071204A (en) * 2016-10-31 2018-05-10 有限会社たなや建築設計事務所 Wooden skeleton structure and seismic isolation structure for wooden skeleton structure

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JPH07110486B2 (en) * 1992-03-31 1995-11-29 奈良県 Wooden joining plate and structural member for joining structural materials in a wooden building
JP3041271B2 (en) * 1998-03-13 2000-05-15 初雄 藤田 Wooden joining method
JP2001279816A (en) * 2000-03-31 2001-10-10 Nara Prefecture Wooden type framework structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018071204A (en) * 2016-10-31 2018-05-10 有限会社たなや建築設計事務所 Wooden skeleton structure and seismic isolation structure for wooden skeleton structure

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