JPH04119007U - Auxiliary fittings for wooden construction - Google Patents

Auxiliary fittings for wooden construction

Info

Publication number
JPH04119007U
JPH04119007U JP3177391U JP3177391U JPH04119007U JP H04119007 U JPH04119007 U JP H04119007U JP 3177391 U JP3177391 U JP 3177391U JP 3177391 U JP3177391 U JP 3177391U JP H04119007 U JPH04119007 U JP H04119007U
Authority
JP
Japan
Prior art keywords
spacer
base
foundation
pillar
piece
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP3177391U
Other languages
Japanese (ja)
Other versions
JPH0716806Y2 (en
Inventor
真家福司
Original Assignee
真家 福司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 真家 福司 filed Critical 真家 福司
Priority to JP3177391U priority Critical patent/JPH0716806Y2/en
Publication of JPH04119007U publication Critical patent/JPH04119007U/en
Application granted granted Critical
Publication of JPH0716806Y2 publication Critical patent/JPH0716806Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 木造建築において、固定荷重や積載荷重等に
より柱を通して土台が圧縮され、変形・座屈するのを防
止できる木造建築用補助金具を提供することを目的とす
る。 【構成】 釘又はボルト等の差込み穴6と柱10のほぞ
11が嵌入する切欠き溝9を設けた左右一対のコ字状の
スペーサ1を形成し、該スペーサ1を土台7のほぞ穴8
形成部分に左右両側方から嵌挿して土台7の略全周を抱
持した状態で固着してスペーサ1を土台7と柱10の接
合面に介在させた。
(57) [Summary] [Purpose] The purpose is to provide an auxiliary fitting for wooden buildings that can prevent the foundation from being compressed through columns and deformed and buckled due to fixed loads, live loads, etc. [Structure] A pair of left and right U-shaped spacers 1 are formed, each having a hole 6 for inserting a nail or bolt, and a notch 9 into which a tenon 11 of a pillar 10 is inserted.
The spacer 1 was inserted into the formed portion from both left and right sides and fixed while holding substantially the entire circumference of the base 7, so that the spacer 1 was interposed at the joint surface between the base 7 and the pillar 10.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は、木造建築において、主として土台と柱の連結部分(柱のほぞと土台 のほぞ穴部分)に介装して、土台の柱部分が固定荷重や積載荷重等により圧縮変 形したり座屈したりするのを防止するようにした木造建築用補助金具に関するも のである。 This invention mainly applies to the connecting part between the foundation and columns (column tenon and foundation) in wooden buildings. (mortise part) to prevent the column part of the foundation from being compressed due to fixed load or live load. Related to auxiliary fittings for wooden constructions that prevent them from forming or buckling. It is.

【0002】0002

【従来の技術】[Conventional technology]

木造建築においては、土台と柱の継手方法は、在来工法として一般に、土台に 設けたほぞ穴に柱の下端に設けたほぞを嵌込んで一体的に連結する方法が古くか ら採用されている。 In wooden buildings, the method of connecting the foundation and columns is generally done by connecting the foundation to the foundation as a conventional construction method. The old method of fitting the tenon at the bottom end of the pillar into the mortise hole and connecting it as one piece is an old method. It has been adopted since then.

【0003】0003

【考案が解決しようとする課題】[Problem that the idea aims to solve]

ところで、木造建築においては、土台は家を支える肝心な部分であり、腐らな いこと及び滅らないことが絶対の条件であり、古来から、土台はヒノキの芯持ち 材を使えといわれている。しかし、土地価格の上昇や建築資材の値上り等に伴な う住宅価格の大幅なコストアップによりヒノキ等の高価な材料を土台に使うこと が少なくなり最近は、内地材よりも育ちが良く年輪の少ない米ツガ材の注入材( 防蟻材や防腐材を注入したもの)が値が安いうえ軽量で作業が楽なため重宝がら れ建売住宅等で多く使用されている結果、柱支持部分で荷重(建物自体の重量か らくる固定荷重や畳や家具等の積載荷重或は積雪荷重等)を集中して受けるため 土台部分の圧縮変形や座屈の発生が目立って多くなっている。殊に、三階建木造 建築が許可されて以来、土台に対する固定及び積載荷重が増大しその傾向が強く なっている。在来工法では柱間が2.73m、3.64m等とスパンがあるため 柱部分で集中荷重を受け易く、しかも土台と柱の連結部分にほぞ穴等の穴加工や アリ溝等の溝加工を施している関係上強度的に弱くなっていることと相俟って土 台の座屈等は特に大きいものである。土台にヒバ材等を使用した場合も同様であ る。そして、一旦土台に座屈等が生じると柱が徐々に下方にずれ落ち建物各部に 狂いや歪みが生じるばかりでなく、柱間に連結されている敷居等が上方に湾曲す るため戸、障子、ドア等の円滑な動きが阻害されるものである。また、部分的に 座屈が生じた場合、該座屈部分のみを持上げて修理しようとしても筋違いやかす がい等で柱部分が他の部分と一体的に連結補強されているため部分的な持上げ等 の修理は極めて困難である。 By the way, in wooden buildings, the foundation is the essential part that supports the house, and it does not rot. Since ancient times, the foundation has been made of cypress with a core. It is said to use wood. However, due to rising land prices and rising prices of construction materials, etc. Due to the significant increase in housing prices, expensive materials such as cypress are being used for foundations. Recently, rice hemlock wood, which grows better and has fewer annual rings than inland wood, is being used as an injected material ( Products injected with anti-termite materials and preservatives are useful because they are cheap, lightweight, and easy to work with. As a result of being widely used in pre-built houses, etc., the load (the weight of the building itself) is reduced at the column support part. To receive concentrated loads such as easy fixed loads, live loads of tatami mats, furniture, etc., snow loads, etc.) The incidence of compressive deformation and buckling in the foundation is noticeably increasing. Especially for three-story wooden buildings. Since construction was permitted, the fixed and live loads on the foundation have increased and there has been a strong tendency for this to occur. It has become. With conventional construction methods, there are spans of 2.73m, 3.64m, etc. between columns. Columns are susceptible to concentrated loads, and holes such as mortises or other The strength of the soil is weakened due to the use of grooves such as dovetail grooves. Buckling of the stand is particularly large. The same applies when using cypress wood etc. for the base. Ru. Once the foundation buckles, etc., the columns will gradually fall downward and damage various parts of the building. Not only will this cause distortion and distortion, but the sills, etc. connected between the pillars will curve upward. This prevents the smooth movement of doors, shoji screens, doors, etc. Also, partially If buckling occurs, even if you try to repair it by lifting only the buckled part, it will be a mistake. The pillar part is integrally connected and reinforced with other parts, so partial lifting, etc. is extremely difficult to repair.

【0004】0004

【課題を解決するための手段】[Means to solve the problem]

本考案は、上記のような実状に鑑み創案されたものであって、釘又はボルト等 の差込み穴を複数個設け、かつ上片の突出端側にそれぞれ柱のほぞが嵌入する切 欠き溝を設けた左右一対のコ字状のスペーサを形成し、該スペーサを土台のほぞ 穴形成部分に左右両側方から嵌挿して土台の略全周を抱持した状態で固着してス ペーサを土台と柱の接合面に介在させるようにしたことを要旨とするものであ る。 The present invention was devised in view of the above-mentioned actual situation, and is intended for use with nails, bolts, etc. Provide multiple insertion holes, and cut into the protruding end of the top piece each into which the tenon of the pillar fits. Form a pair of left and right U-shaped spacers with cutout grooves, and insert the spacers into the tenons of the base. Insert it into the hole formed part from both the left and right sides, and securely hold the base around the entire circumference and slide it. The gist of this is that the spacer is interposed between the joint surface of the foundation and the column. Ru.

【0005】[0005]

【作用】[Effect]

ほぞ穴部分に切欠き溝を合せるようにして土台の左右両側からコ字状スペーサ を嵌挿し、スペーサの上片を土台に釘等で固着した後、柱のほぞを土台のほぞ穴 に嵌入しスペーサの側片から釘等を打込んでほぞ部を固定する。これにより土台 と柱の接合面にスペーサの上片側が介装され、しかも、スペーサが土台の柱連結 部を略全周にわたって抱持した状態で土台と一体化されると共に、コンクリート 等の布基礎と柱の接合面にもスペーサの下片が介装されることになるので柱を通 して土台にかかる固定荷重や積載荷重等は荷重はスペーサで受止められることに なる。そのため土台の柱連結部分は極めて強固になり荷重による土台部分の圧縮 変形や座屈は防止される。 Insert the U-shaped spacer from both the left and right sides of the base, aligning the notch with the mortise. After inserting the spacer and fixing the top piece of the spacer to the base with nails, etc., insert the tenon of the column into the mortise of the base. Insert the spacer into the spacer and drive a nail, etc. through the side piece of the spacer to fix the tenon. This allows the base The upper side of the spacer is interposed between the joint surface of the column and the column, and the spacer is connected to the column of the foundation. It is integrated with the foundation while holding the part around almost the entire circumference, and the concrete The bottom piece of the spacer will also be interposed on the joint surface of the cloth foundation and the column, so the column cannot be passed through. The fixed load and live load applied to the foundation will be absorbed by the spacer. Become. Therefore, the column connecting part of the foundation becomes extremely strong, and the foundation part compresses due to the load. Deformation and buckling are prevented.

【0006】[0006]

【実施例】【Example】

本考案の構成を図面に示された一実施例により説明する。1は金属又は合成樹 脂等圧縮荷重に強く剛性や耐食性に優れた部材からなる左右一対のスペーサで、 該スペーサ1は上片2、下片3及び上下両片2,3を連結する側片4により側面 視においてコ字形状に、かつ左右同形に形成されている。そして、スペーサ1の 上片2及び側片4には釘5又はボルト等の差込み穴6が夫々複数個設けられてい る。なお、差込み穴6は必要に応じて下片3にも設けてもよい。また、上片2の 突出端側には土台7の所定位置(柱立設位置)に設けたほぞ穴8に対応してコ字 形状の切欠き溝9が形成されている。なお、本実施例では角柱状のほぞ形状のた め切欠き溝9もそれに合致した形状となっているが、切欠き溝9は土台7と柱1 0の係合用突起(係合穴)の形状に対応させて形成すればよい。さて、柱10の 下端部には前記ほぞ穴8に嵌入するほぞ11が設けられている。一方、土台7の 内外両側面及び下面のほぞ穴8対応部分にはスペーサ1の肉厚と略同一深さの大 入れ加工12が施されている。上記スペーサ1を図2及び図3に示すように土台 7のほぞ穴8形成部分に左右両側方から嵌挿して土台8の略全周を抱持した状態 で上片2を釘5で土台8に固着し、さらに柱10のほぞ11を土台7のほぞ穴8 に嵌入し、側片4の釘差込み穴6に釘5を打って土台7と柱10を一体に連結固 定するものである。これにより土台7と柱10の接合面にスペーサ1の上片2側 が介装され、しかも、スペーサ1が土台7の柱連結部を略全周にわたって抱持し た状態で土台7と一体化されると共に、コンクリート等の布基礎Cと土台7の接 合面にもスペーサの下片3が介装されることになる。Aはアンカーボルトであ る。なお、木造住宅における土台7の寸法は規格化されており、一般に、一辺の 寸法が10.5cm(1階建て)、12cm(2階建て)、15cm(3階建て )の3種類であるから、スペーサ1もそれに対応させて大、中、小と3種類の寸 法のものを用意しておけばよい。また、金属製スペーサの場合は、表面に錆止め 塗料や樹脂コーティング等の防錆加工を施してもよい。 The configuration of the present invention will be explained with reference to an embodiment shown in the drawings. 1 is metal or synthetic wood A pair of left and right spacers made of a material that is resistant to compressive loads such as fat and has excellent rigidity and corrosion resistance. The spacer 1 has a side surface formed by an upper piece 2, a lower piece 3, and a side piece 4 that connects both upper and lower pieces 2, 3. When viewed, it is U-shaped and the left and right sides are the same shape. And spacer 1 A plurality of insertion holes 6 for nails 5, bolts, etc. are provided in the top piece 2 and the side pieces 4, respectively. Ru. Note that the insertion hole 6 may also be provided in the lower piece 3 if necessary. Also, the top piece 2 On the protruding end side, there is a U-shape corresponding to the mortise hole 8 made at a predetermined position of the base 7 (column installation position). A shaped notch groove 9 is formed. In addition, in this example, the prismatic tenon shape is used. The notch groove 9 also has a shape that matches this, but the notch groove 9 is What is necessary is just to make it correspond to the shape of the engagement protrusion (engagement hole) of 0, and to form it. Now, pillar 10 A tenon 11 that fits into the mortise hole 8 is provided at the lower end. On the other hand, the base 7 The portions corresponding to the mortises 8 on both the inner and outer sides and the bottom have a depth that is approximately the same as the wall thickness of the spacer 1. Insert processing 12 has been applied. Place the spacer 1 on the base as shown in Figures 2 and 3. A state in which it is inserted into the mortise 8 forming part of No. 7 from both the left and right sides and holds almost the entire circumference of the base 8. Fix the upper piece 2 to the base 8 with nails 5, and then connect the tenon 11 of the pillar 10 to the mortise 8 of the base 7. and drive the nail 5 into the nail insertion hole 6 of the side piece 4 to connect and secure the base 7 and column 10 together. It shall be determined. As a result, the upper piece 2 side of the spacer 1 is attached to the joint surface of the base 7 and the pillar 10. is interposed, and moreover, the spacer 1 holds the column connecting portion of the base 7 over almost the entire circumference. It is integrated with the foundation 7 in a state of The lower piece 3 of the spacer is also interposed on the mating surface. A is the anchor bolt Ru. The dimensions of the foundation 7 in a wooden house are standardized, and generally the dimensions of one side are Dimensions are 10.5cm (1 story), 12cm (2 stories), 15cm (3 stories) ), spacer 1 is also available in three sizes: large, medium, and small. All you have to do is prepare something legal. In addition, in the case of metal spacers, the surface should be rust-proofed. Antirust treatment such as paint or resin coating may be applied.

【0007】 図4乃至図7は他の実施例を示すもので、側片4の左右両側に縦片13を上下 両片2,3とは反対方向に向け一体的に突設すると共に、該縦片13に複数個の 釘差込み穴14を設けてスペーサ1aを構成したものである。なお、釘差込み穴 14の一部を通しボルトが貫通するボルト穴15に形成してもよい。このもので は、スペーサ1aを図5及び図6に示すように十字状の土台組み部分に使用する ことができる。また、このスペーサ1aを前記スペーサ1の片側と組合せてT字 状の土台組み部分に使用することができる(図7参照)。このスペーサ1,1a を使用することにより十字状又はT字状の土台組み個所において在来工法で必要 であった面倒で熟練を要するアリ係合の雄、雌等の加工をしなくとも簡単な仕口 で強固な土台加工ができる。[0007] 4 to 7 show other embodiments, in which vertical pieces 13 are placed on both the left and right sides of the side piece 4, up and down. Both pieces 2 and 3 are provided integrally protruding in the opposite direction, and the vertical piece 13 has a plurality of A spacer 1a is constructed by providing a nail insertion hole 14. In addition, the nail insertion hole 14 may be formed into a bolt hole 15 through which a bolt passes. with this one The spacer 1a is used in the cross-shaped foundation part as shown in Figures 5 and 6. be able to. Also, this spacer 1a can be combined with one side of the spacer 1 to form a T-shape. It can be used for the foundation part of the shape (see Figure 7). This spacer 1, 1a By using the A simple shiguchi that does not require the troublesome and skill-intensive process of male and female dovetails. You can create a strong base with this.

【0008】 図8乃至図10に示すものは上下両端部を夫々反対方向に折曲した板体16を 設け、上方折曲部17には必要に応じて蟻やほぞ穴等に対応する切欠き溝18を 設けると共に板体16の両側縁に釘差込み穴19やボルト差込み穴20を設けた 縦片21を突設してコ字状部22を形成したもので、例えば、2階梁23,24 同士(図9参照)の補強金具として、或は軒げた25と小屋梁26の仕口(図1 0参照)の補強金具として使用するものである。このような個所においては大入 れあり掛け等蟻の仕口かきこみ(穴、溝加工)を施す関係上強度的に弱くなるの で上記のような板体16を使用することにより横材の連結強度を大幅に高めるこ とができるものである。[0008] The one shown in FIGS. 8 to 10 has a plate body 16 whose upper and lower ends are bent in opposite directions. A cutout groove 18 corresponding to a dovetail, mortise, etc. is provided in the upper bent portion 17 as necessary. In addition, nail insertion holes 19 and bolt insertion holes 20 are provided on both side edges of the plate body 16. A U-shaped portion 22 is formed by protruding a vertical piece 21, for example, second floor beams 23, 24. (See Figure 9) or as a joint between the eaves 25 and the roof beams 26 (Figure 1). It is used as a reinforcing metal fitting (see 0). In such places, large amounts of The strength will be weakened due to the dovetailing (hole and groove machining) such as arari-hanging. By using the plate 16 as described above, the connection strength of the cross members can be greatly increased. It is something that can be done.

【0009】[0009]

【考案の効果】[Effect of the idea]

本考案は、上記のように構成したので、柱連結部分の土台強度が大幅に高めら れ、柱を通して固定荷重、積載荷重等を受けることによる土台の圧縮変形や座屈 等を防止し得て、土台の座屈等に起因する建物の歪や敷居等の湾曲をなくすこと ができ、木造建築の寿命を一層長くできる。また、アリの雄、雌等の面倒で熟練 を要する土台加工が不要となり簡単な仕口で土台加工ができるので人手不足の解 消と作業能率の大幅な向上を図ることができ、ひいては建築コストの削減にも資 することができる等構造簡単なものでありながら極めて有用な実用的効果を奏す るものである。 Since the present invention is constructed as described above, the strength of the foundation of the column connection part is significantly increased. compressive deformation and buckling of the foundation due to receiving fixed loads, live loads, etc. through columns. To eliminate distortion of buildings and curvature of thresholds, etc. caused by buckling of foundations, etc. This allows the lifespan of wooden buildings to be further extended. In addition, we are skilled at handling male and female ants, etc. This eliminates the need for foundation processing that requires It can significantly improve energy consumption and work efficiency, and also help reduce construction costs. Although it has a simple structure, it has extremely useful practical effects. It is something that

【図面の簡単な説明】[Brief explanation of drawings]

【図1】スペーサの全体斜視図である。FIG. 1 is an overall perspective view of a spacer.

【図2】土台にスペーサを組込んでいる状態の分解斜視
図である。
FIG. 2 is an exploded perspective view of the spacer assembled into the base.

【図3】土台と柱の結合部にスペーサを組込んだ状態の
斜視図である。
FIG. 3 is a perspective view of a state in which a spacer is incorporated into a joint between a base and a column.

【図4】スペーサの他の実施例を示す斜視図である。FIG. 4 is a perspective view showing another example of a spacer.

【図5】他例のスペーサを組込んでいる状態の斜視図で
ある。
FIG. 5 is a perspective view of another example of a spacer installed.

【図6】他例のスペーサを使用して十字状の土台組みを
した状態の斜視図である。
FIG. 6 is a perspective view of a cross-shaped foundation assembled using spacers of another example.

【図7】土台をスペーサを介してT字状に組込んでいる
状態の斜視図である。
FIG. 7 is a perspective view of the base installed in a T-shape via a spacer.

【図8】2階梁又は軒げた部分に使用される補強金具の
斜視図である。
FIG. 8 is a perspective view of reinforcing metal fittings used for second-story beams or eaves.

【図9】2階梁同士の連結構造を示す斜視図である。FIG. 9 is a perspective view showing a connection structure between second-story beams.

【図10】軒げたと小屋梁の連結構造を示す側面図であ
る。
FIG. 10 is a side view showing the connection structure between the eave and the roof beam.

【符号の説明】[Explanation of symbols]

1 スペーサ 1a スペーサ 2 上片 3 下片 4 側片 5 釘 6 釘又はボルト等の差込み穴 7 土台 8 ほぞ穴 9 切欠き溝 10 柱 11 ほぞ 13 縦片 19 釘差込み穴 20 ボルト差込み穴 22 コ字状部 1 spacer 1a Spacer 2 Top piece 3 Lower piece 4 side pieces 5 nails 6 Holes for inserting nails, bolts, etc. 7 Foundation 8 Mortise 9 Notch groove 10 pillars 11 Tenon 13 Vertical piece 19 Nail insertion hole 20 Bolt insertion hole 22 U-shaped part

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 釘又はボルト等の差込み穴を複数個設
け、かつ上片の突出端側にそれぞれ柱のほぞが嵌入する
切欠き溝を設けた左右一対のコ字状のスペーサを形成
し、該スペーサを土台のほぞ穴形成部分に左右両側方か
ら嵌挿して土台の略全周を抱持した状態で固着してスペ
ーサを土台と柱の接合面に介在させるようにしたことを
特徴とする木造建築用補助金具。
[Claim 1] A pair of left and right U-shaped spacers are formed, each having a plurality of insertion holes for nails, bolts, etc., and notched grooves into which the tenons of the pillars are fitted, respectively, on the protruding end side of the upper piece; The spacer is inserted into the mortise-forming portion of the base from both the right and left sides, and is fixed in a state where it hugs substantially the entire circumference of the base, so that the spacer is interposed at the joint surface between the base and the pillar. Auxiliary fittings for wooden construction.
【請求項2】 側片の両側縁に釘又はボルト等の差込み
穴を設けた縦片を上片及び下片の突出方向と反対方向に
一体的に突設し、側片を挟んで両側にコ字状部を形成し
たことを特徴とする請求項1に記載の木造建築用補助金
具。
[Claim 2] Vertical pieces with holes for insertion of nails, bolts, etc. are provided on both sides of the side pieces, and integrally protrude in a direction opposite to the protruding direction of the upper and lower pieces. The auxiliary metal fitting for wooden construction according to claim 1, characterized in that a U-shaped portion is formed.
JP3177391U 1991-04-09 1991-04-09 Auxiliary metal fittings for wooden construction Expired - Lifetime JPH0716806Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3177391U JPH0716806Y2 (en) 1991-04-09 1991-04-09 Auxiliary metal fittings for wooden construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3177391U JPH0716806Y2 (en) 1991-04-09 1991-04-09 Auxiliary metal fittings for wooden construction

Publications (2)

Publication Number Publication Date
JPH04119007U true JPH04119007U (en) 1992-10-23
JPH0716806Y2 JPH0716806Y2 (en) 1995-04-19

Family

ID=31914946

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3177391U Expired - Lifetime JPH0716806Y2 (en) 1991-04-09 1991-04-09 Auxiliary metal fittings for wooden construction

Country Status (1)

Country Link
JP (1) JPH0716806Y2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009427A (en) * 2016-07-15 2018-01-18 積水ハウス株式会社 Fitting structure and metal fitting for sagging suppression bracket of eaves
JP2018053617A (en) * 2016-09-30 2018-04-05 株式会社エヌ・シー・エヌ Junction structure of structural skeleton of wooden building
JP2021017726A (en) * 2019-07-19 2021-02-15 株式会社大林組 Column-beam joint structure, and column-beam joint method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009427A (en) * 2016-07-15 2018-01-18 積水ハウス株式会社 Fitting structure and metal fitting for sagging suppression bracket of eaves
JP2018053617A (en) * 2016-09-30 2018-04-05 株式会社エヌ・シー・エヌ Junction structure of structural skeleton of wooden building
JP2021017726A (en) * 2019-07-19 2021-02-15 株式会社大林組 Column-beam joint structure, and column-beam joint method

Also Published As

Publication number Publication date
JPH0716806Y2 (en) 1995-04-19

Similar Documents

Publication Publication Date Title
US5333426A (en) Wood frame construction system with prefabricated components
US7788873B2 (en) Gable end brace
US8281551B2 (en) Corrugated shearwall
US5042217A (en) Light wood truss connection
US8161697B1 (en) Studless load bearing panel wall system
JPS6122700B2 (en)
CA1062434A (en) Mobile building floor joist assembly
US6363672B1 (en) Log home construction, and methods
US10415240B2 (en) Modular prefabricated building blocks
JP4095946B2 (en) Joint structure of wood members
EP1548209A1 (en) Corrugated shearwall
JP7117449B1 (en) wooden construction method
US5375389A (en) Joint apparatus for construction members
JPH04119007U (en) Auxiliary fittings for wooden construction
JP7062463B2 (en) Connection structure
JP2807524B2 (en) Column and beam joint structure
GB2104612A (en) Frame joints
JP4080419B2 (en) Mounting structure of the joint fitting at the beam-column joint
JP3177809U (en) Wooden building
JP2004124698A (en) Building structure and wall panel
EP3929368A1 (en) A self-supporting wood panel system
JPH0213601Y2 (en)
JPS62258031A (en) Building structure
CN220203130U (en) Assembled multi-ribbed composite floor slab and building structure
JP2018162590A (en) Wooden cylindrical member and structure formed using the same