JP2553210Y2 - End structure of frame material of wooden frame - Google Patents
End structure of frame material of wooden frameInfo
- Publication number
- JP2553210Y2 JP2553210Y2 JP8374289U JP8374289U JP2553210Y2 JP 2553210 Y2 JP2553210 Y2 JP 2553210Y2 JP 8374289 U JP8374289 U JP 8374289U JP 8374289 U JP8374289 U JP 8374289U JP 2553210 Y2 JP2553210 Y2 JP 2553210Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- pillar
- joint
- column
- insertion portion
- 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.)
- Expired - Lifetime
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、木質架構体を構成する柱または梁となる軸
組材の端部構造に係り、住宅等に利用できる。DETAILED DESCRIPTION OF THE INVENTION [Industrial application field] The present invention relates to an end structure of a frame member serving as a pillar or a beam constituting a wooden frame structure, and can be used for houses and the like.
従来より、柱の柱脚部および基礎の接合は、四角筒状
の立上がり部を有する金属製受具を基礎上に固定し、こ
の受具の立上がり部内に柱の柱脚部を挿入し、立上がり
部と柱脚部とをボルト等で固定して行われていた。Conventionally, the joint between the column base of the column and the foundation is fixed on a metal support having a rectangular tubular rising portion on the foundation, and the column base of the column is inserted into the rising portion of the receiving device, and the upright portion is formed. Section and the column base were fixed with bolts or the like.
このような接合方法では、木質の柱と閉鎖断面金属製
の立上がり部とが接合されるので、施工上における密着
性の不足等により、剛性および耐力が低いという問題が
あった。In such a joining method, since the wooden pillar and the rising portion made of a metal having a closed cross section are joined, there is a problem that rigidity and proof strength are low due to insufficient adhesion in construction and the like.
この問題に対して、柱の脚部外周に金属板を固定して
接合面を形成し、この接合面の形成された柱脚部を受具
の立上がり部内に挿入固定することにより、前記接合面
と立上がり部とで金属対金属の接合部を形成し、この接
合部の形成により剛性および耐力の高い柱脚部接合構造
を本出願人は提案している。To solve this problem, a metal plate is fixed to the outer periphery of the leg portion of the column to form a joint surface, and the column leg portion having the joint surface is inserted and fixed in the rising portion of the receiving member, thereby forming the joint surface. The present applicant has proposed a column-base joint structure having a high rigidity and a high strength by forming a metal-to-metal joint with the rising portion.
しかしながら、上述の柱脚部接合構造のような受具を
用いずに、充分な固定強度を有した簡単な構造の接合構
造がなく、梁の端部を柱等の被取付部材に接合する接合
構造として良いものがないという問題があった。However, there is no joining structure of a simple structure having sufficient fixing strength without using a receiving member such as the above-mentioned pillar-base joining structure, and there is no joining that joins an end portion of a beam to an attached member such as a column. There was a problem that there was no good structure.
なお、本考案と関連性を有する従来技術として特開昭
64−6426号がある。As a related art related to the present invention,
There is 64-6426.
本考案の目的は、柱または梁となる軸組材の端部と、
接合具との間に充分な固定強度が得られるようになる木
質架構体の軸組材の端部構造を提供するにある。The purpose of the present invention is that the ends of the frame material to be columns or beams,
It is an object of the present invention to provide an end structure of a frame member of a wooden frame so that sufficient fixing strength can be obtained between the joint member and the joint.
本考案は、木質架構体を構成する柱および梁のいずれ
か一方となる木製の軸組材の一端に、被取付部材と接合
するための接合具が固定された木質架構体の軸組材の端
部構造において、前記軸組材の長手方向に沿って当該軸
組材の端部に形成された切込溝と、この切込溝に挿入さ
れる挿入部および前記軸組材から突出されるとともに被
取付部材に取付けられる取付部を一体的に有する接合具
と、前記切込溝に前記接合具の挿入部が挿入された前記
軸組材の端部を内部に挿通させた状態で当該端部に締付
固定される締付部材とを設けたことを特徴とする。The present invention relates to a wooden frame assembly in which a joining tool for joining to a member to be mounted is fixed to one end of a wooden frame material serving as one of a pillar and a beam constituting the wooden frame. In the end structure, a cut groove formed at an end of the frame material along a longitudinal direction of the frame material, and an insertion portion inserted into the cut groove and protruded from the frame material. And a joint having an attachment portion integrally attached to the member to be attached, and an end of the frame member, into which the insertion portion of the joint is inserted, is inserted into the cut groove. And a fastening member fastened and fixed to the portion.
このような本考案では、木質架構体を形成する軸組材
である柱または梁の端部に形成された切込溝に接合具の
挿入部を挿入し、切込溝に挿入部を没入させ、取付部を
突出させた状態で、切込溝に挿入部が挿入された軸組材
の端部を挿通させた締付部材の締付によって、接合具の
挿入部が切込溝の両側面に強く把持され、軸組材の端部
と合具の挿入部とが一体化される。この一体化により柱
または梁の端部と接合具との接合部は変形しにくくな
る。この接合部は、基礎等の被取付部材にボルト止め等
で固定される。In the present invention, the insertion portion of the connector is inserted into the cut groove formed at the end of the pillar or beam, which is the frame member forming the wooden frame, and the insertion portion is immersed in the cut groove. With the mounting portion protruding, the insertion portion of the joint is inserted into the cut groove by tightening the tightening member through which the end of the frame member is inserted. The end portion of the frame member and the insertion portion of the fitting are integrated. This integration makes it difficult for the joint between the end of the column or beam and the joint to be deformed. This joint is fixed to a member to be mounted such as a foundation by bolting or the like.
以下、本考案の一実施例を第1図ないし第3図に基づ
いて説明する。Hereinafter, an embodiment of the present invention will be described with reference to FIGS.
第1図ないし第3図には、本実施例に係る端部構造10
が示され、集成材からなる四角柱状の木質架構体を形成
する軸組材である柱11の柱脚部、すなわち、端部構造10
が被取付部材である基礎40等に接合されている。1 to 3 show an end structure 10 according to this embodiment.
Is shown, a column base portion of a column 11 which is a framed material forming a square pillar-shaped wooden frame structure made of laminated wood, that is, an end structure 10
Are joined to the base 40 or the like which is a member to be attached.
柱11の端部には、その端面から柱11の内方に向かって
鋸で切削する等により、柱11の端部の長手方向に沿った
四つの切込溝12が互いに交差せずに柱11の互いに隣接す
る側面を貫通して形成されている。At the end of the pillar 11, four cut grooves 12 along the longitudinal direction of the end of the pillar 11 do not intersect with each other by, for example, sawing from the end face toward the inside of the pillar 11. It is formed so as to penetrate 11 adjacent side surfaces.
この切込溝12には、L字形の鉄板等からなる接合具20
のL字の一辺が挿入部21として挿入されている。挿入部
21には、挿入部21を貫通する丸孔状の貫通孔23が多数設
けられ、この貫通孔23に充填タイプ等の接着剤22が満た
され、この接着剤22により切込溝12の両側面が貫通孔23
を経由して互いに接着されている。また、挿入部21の板
厚は、前記切込溝12の溝幅とほぼ等しくされている。一
方、接合具20の他の一辺は取付部24として柱11から突出
され、この取付部24には取付部24を貫通するボルト挿通
孔25が設けられている。The notch 12 has a connector 20 made of an L-shaped iron plate or the like.
Is inserted as the insertion portion 21. Insertion section
21 is provided with a large number of round-shaped through holes 23 penetrating the insertion portion 21. The through holes 23 are filled with an adhesive 22 of a filling type or the like. Is through hole 23
Are adhered to each other via. The thickness of the insertion portion 21 is substantially equal to the groove width of the cut groove 12. On the other hand, the other side of the connector 20 protrudes from the column 11 as a mounting part 24, and the mounting part 24 is provided with a bolt insertion hole 25 penetrating the mounting part 24.
切込溝12に接合具20の挿入部21が挿入されたの柱11の
端部には、鉄板等を“く”の字形に折り曲げた帯状板31
が一対設けられている。これらの帯状板31の各端部は、
ボルト32およびナット33により結合されている。At the end of the pillar 11 in which the insertion portion 21 of the connector 20 is inserted into the cut groove 12, a strip 31 is formed by bending an iron plate or the like into a "<" shape.
Are provided as a pair. Each end of these strips 31
They are connected by bolts 32 and nuts 33.
ここで、相互に結合された帯状板31の内部には、柱11
の端部が挿通され、この状態で、帯状板31は、ボルト32
およびナット33が相互に締め付けられ、これにより、帯
状板31が柱11の端部に締付固定されている。Here, inside the strip-shaped plate 31 connected to each other, a pillar 11
The end of the belt-like plate 31 is inserted in this state.
And the nut 33 are fastened to each other, whereby the band-shaped plate 31 is fastened and fixed to the end of the column 11.
これら帯状板31、ボルト32およびナット33により締付
部材30が構成されている。The band member 31, the bolt 32 and the nut 33 constitute a fastening member 30.
一方、基礎40の上面には、前述の接合具20の取付部24
に設けた各ボルト挿通孔25の位置に対応してアンカーボ
ルト41が突設されている。このアンカーボルト41に固定
ボルト42がボルト挿通孔25を貫通して螺合され、柱11の
柱脚部である端部構造10が基礎40に固定されている。On the other hand, on the upper surface of the foundation 40,
Anchor bolts 41 are protrudingly provided corresponding to the positions of the respective bolt insertion holes 25 provided in each of the bolts. A fixing bolt 42 is screwed to the anchor bolt 41 so as to pass through the bolt insertion hole 25, and the end structure 10 which is a column base of the column 11 is fixed to the foundation 40.
このような構成の柱11の端部構造10は、次のようにし
て組立てられ、基礎40に固定される。The end structure 10 of the pillar 11 having such a configuration is assembled and fixed to the foundation 40 as follows.
すなわち、締付部材30の一対の帯状板31をボルト32お
よびナット33により結合しておき、柱11の端部をこの締
付部材30内に挿入する。ここで、ボルト32とナット33と
を軽く締め、締付部材30の位置がずれないようにする。
次に、接合具20の挿入部21の両面に接着剤22を塗布し、
挿入部21に設けられた貫通孔23を接着剤22で満たし、挿
入部21を柱11の端部に形成された切込溝12に挿入する。
この状態で、締付部材30のボルト32とナット33とを充分
締付け、接着剤22を充分硬化させて柱11の端部構造10を
完成する。That is, a pair of band-shaped plates 31 of the tightening member 30 are joined by the bolt 32 and the nut 33, and the end of the column 11 is inserted into the tightening member 30. Here, the bolt 32 and the nut 33 are lightly tightened so that the position of the fastening member 30 does not shift.
Next, an adhesive 22 is applied to both surfaces of the insertion portion 21 of the joining tool 20,
The through hole 23 provided in the insertion portion 21 is filled with the adhesive 22, and the insertion portion 21 is inserted into the cut groove 12 formed at the end of the pillar 11.
In this state, the bolt 32 and the nut 33 of the fastening member 30 are sufficiently tightened, and the adhesive 22 is sufficiently hardened to complete the end structure 10 of the column 11.
この端部構造10を基礎40の上面の取付け位置に載置
し、固定ボルト42をボルト挿通孔25に挿通してアンカー
ボルト41に螺合し、端部構造10を基礎40に固定する。The end structure 10 is placed at the mounting position on the upper surface of the foundation 40, the fixing bolt 42 is inserted into the bolt insertion hole 25 and screwed to the anchor bolt 41, and the end structure 10 is fixed to the foundation 40.
前述のような実施例によれば、次のような効果があ
る。According to the above-described embodiment, the following effects can be obtained.
すなわち、接合具20の挿入部21が柱11の端部に形成さ
れた切込溝12に挿入されるとともに、この柱11の端部が
その外周に固定された締付部材30により締付けられるの
で、接合具20は柱11の端部に一体化され、柱11の端部と
接合具20との間に充分な固定強度を得ることができる。That is, since the insertion portion 21 of the connector 20 is inserted into the cut groove 12 formed at the end of the pillar 11, the end of the pillar 11 is fastened by the fastening member 30 fixed to the outer periphery thereof. In addition, the joint 20 is integrated with the end of the pillar 11, and a sufficient fixing strength can be obtained between the end of the pillar 11 and the joint 20.
上述の接合具20と柱11の端部との一体化に加えて、貫
通孔23を経由した接着剤22により端部の切込溝12の両側
面が接着されているので、柱11と接合具20との間に隙間
等がなく、端部構造10の固定強度を増大させることがで
きる。In addition to the integration of the joining tool 20 and the end of the column 11, the both sides of the cut groove 12 at the end are bonded by the adhesive 22 through the through hole 23, so that the joining with the column 11 is performed. There is no gap or the like between the tool 20 and the fixing strength of the end structure 10 can be increased.
また、柱11の端部の切込溝12に接合具20の挿入部21が
挿入され、この端部が締付部材30に締付られて端部構造
10が構成されるので、必要とされる固定強度が同じであ
れば、本実施例の端部構造10を用いることで接合部の重
量が軽減できる。さらに、この重量軽減により、軸組材
としての柱および梁を接合してなる架構体全体の経済的
な設計が可能となる。Further, the insertion portion 21 of the connector 20 is inserted into the cut groove 12 at the end of the pillar 11, and this end is fastened to the fastening member 30 to form an end structure.
Since the 10 is configured, if the required fixing strength is the same, the weight of the joint can be reduced by using the end structure 10 of the present embodiment. Furthermore, this weight reduction enables an economical design of the entire frame structure in which the columns and beams as the frame members are joined.
接合具20の挿入部21の厚さと柱11の端部の切込溝12の
溝幅とがほぼ同じ寸法にされているので、木質の柱11の
層間変形が小さく、柱11の端部にはわれ等が経年的に生
じず、柱11の端部構造10の耐久性が向上される。Since the thickness of the insertion portion 21 of the connector 20 and the groove width of the cut groove 12 at the end of the pillar 11 are almost the same, the interlayer deformation of the wooden pillar 11 is small, and Wetting does not occur over time, and the durability of the end structure 10 of the pillar 11 is improved.
端部構造10は、基礎40のアンカーボルト41に接合具20
のボルト挿通孔25が挿通され、ナット42が螺合されて基
礎40に固定されるので、柱11の基礎40への取付けを容易
に行うことができる。The end structure 10 is connected to the anchor bolt 41 of the foundation 40 by the joint 20.
Since the bolt insertion hole 25 is inserted and the nut 42 is screwed and fixed to the foundation 40, the column 11 can be easily attached to the foundation 40.
なお、本考案は前述の実施例に限定されるものではな
く、次に示すような変形等を含むものである。The present invention is not limited to the above-described embodiment, but includes the following modifications.
すなわち、前述の実施例では、柱11の形状を四角柱状
としたが、これに限らず、例えば、柱11の形状を丸柱、
四角以外の多角柱等としてもよく、要するに、柱または
梁となる軸組材の形状は限定されない。That is, in the above-described embodiment, the shape of the pillar 11 is a square pillar, but is not limited thereto.
The shape may be a polygonal pillar other than a square, and in other words, the shape of the frame member to be a pillar or a beam is not limited.
また、上述の軸組材の形状の変形に対応して、切込溝
12を複数に分割された円筒状に形成し、かつ、接合具20
の挿入部21の形状を切込溝12に対応した円弧状のセグメ
ントとする等してもよく、さらに、前記実施例では、接
合具20がL字形の鉄板とされていたが、接合具20の形状
および材質はこれに限らず、例えば、第4図に示される
ように、ボックス状の挿入部51を備えた接合具50を用い
てもよく、また、その材質は、鉄に限定されず、他の金
属、合金等でもよい。In addition, in response to the deformation of the shape of
12 is formed into a plurality of divided cylinders, and
The shape of the insertion portion 21 may be an arc-shaped segment corresponding to the cut groove 12. Further, in the above-described embodiment, the joining tool 20 is an L-shaped iron plate. The shape and the material of the connector are not limited to this. For example, as shown in FIG. 4, a connector 50 having a box-shaped insertion portion 51 may be used, and the material is not limited to iron. , Other metals, alloys and the like.
接合具20の挿入部21には丸孔状の貫通孔23が多数設け
られていたが、多数の角孔でもよく、さらには第5図に
示されるように、挿入部56の1/2程度の面積の大きな角
孔状あるいは他の形状の貫通孔57が設けられた接合具55
を用いてもよい。この接合具55を用いる場合には、接合
具55を切込溝12に挿入した後に、貫通孔57に注射器等で
接着剤を注入するようにしてもよい。Although a large number of round holes 23 were provided in the insertion portion 21 of the connector 20, a large number of square holes may be provided. Further, as shown in FIG. Connector 55 provided with a square hole or other shape through hole 57 having a large area
May be used. When using the connector 55, the adhesive may be injected into the through-hole 57 with a syringe or the like after the connector 55 is inserted into the cut groove 12.
このほか接合具としては、挿入部21に貫通孔23が設け
られないものでもよく、また、第6図に示されるよう
に、挿入部61の両面におろし金状の突起62が多数設けら
れた接合具60でもよい。このようにすれば接合具60と柱
11との接合強度を向上できるという利点を付加できる。In addition, as the joining tool, a through-hole 23 may not be provided in the insertion portion 21, and as shown in FIG. 6, a joining device in which a large number of grater-like projections 62 are provided on both surfaces of the insertion portion 61. The tool 60 may be used. In this way, the connector 60 and the pillar
The advantage that the joining strength with the eleventh can be improved can be added.
また、切込溝としては、第2図に示されるような柱11
の互いに隣接する側面を貫通する切込溝12に限らず、例
えば、第7図に示されるように、柱11の対向する二つの
側面を貫通して#状に形成された切込溝65でもよい。こ
の切込溝65は、第7図に示されるようなボックス状の挿
入部51が挿入されても挿入部51の角部が露出しないの
で、ボックス状の挿入部51を備えた接合具50を用いる場
合には好ましい。In addition, as the cut groove, a pillar 11 as shown in FIG.
Not only the cut groove 12 penetrating the mutually adjacent side surfaces of the column 11, but also, for example, as shown in FIG. Good. Since the corners of the insertion portion 51 are not exposed even when the box-shaped insertion portion 51 as shown in FIG. 7 is inserted, the cut groove 65 is used for the connector 50 having the box-shaped insertion portion 51. It is preferred when used.
また、締付部材30の帯状板31は、鉄からなるものに限
らず、他の金属、合金等でもよく、また、この締付部材
30の締付けは、ボルト32・ナット33によるものに限ら
ず、例えば、柱11の側面に配置された締付部材30の両端
を互いに引き寄せる、例えば、ターンバックル等からな
る締具でもよい。Further, the band-shaped plate 31 of the fastening member 30 is not limited to the one made of iron, but may be another metal, an alloy, or the like.
The tightening of the bolt 30 is not limited to the bolt 32 and the nut 33. For example, a clamp made of, for example, a turnbuckle or the like that pulls both ends of the tightening member 30 arranged on the side surface of the column 11 may be used.
前記実施例は柱11の端部構造10であったが、本考案
は、柱11に限らず、第8図および第9図に示されるよう
に、柱72などの被取付部材に取付けられる梁71の端部構
造70であってもよく、この場合には、梁71の端部に設け
る切込溝73は梁71の端面から内方へ向かうに従い溝幅を
広くされ、接合具74の挿入部75はその板厚を取付部76に
向かうに従い薄くされるのが好ましく、このようにすれ
ば、回転モーメントの外力等によって梁71に生じる張力
が接合具74を介して柱72に確実に伝達されるので、梁71
の端部と接合部との固定強度が向上されるという利点が
ある。また、この挿入部75は梁71の側面より切込溝73に
挿入されてもよい。In the above embodiment, the end structure 10 of the pillar 11 is used. However, the present invention is not limited to the pillar 11, and as shown in FIGS. The end structure 70 of the beam 71 may be used.In this case, the notch groove 73 provided at the end of the beam 71 is increased in width from the end face of the beam 71 toward the inside, and the insertion of the connector 74 is performed. It is preferable that the thickness of the portion 75 is reduced as it goes toward the mounting portion 76. In this case, the tension generated in the beam 71 due to the external force of the rotational moment and the like is reliably transmitted to the column 72 via the joint 74. Beam 71
There is an advantage that the fixing strength between the end and the joint is improved. Further, the insertion portion 75 may be inserted into the cut groove 73 from the side surface of the beam 71.
さらに、締付部材30と接合具20との柱11の端部への装
着は、前記実施例と異なり、先に接合具20を接着剤22が
付着された状態で柱11の切込溝12に挿入したのち、締付
部材30で締付けてもよい。Further, the attachment of the fastening member 30 and the joining tool 20 to the end of the column 11 is different from the above-described embodiment, and the joining tool 20 is first attached to the cutting groove 12 of the column 11 with the adhesive 22 attached. , And then tightened by the tightening member 30.
前述のように、本考案の木質架構体の軸組材の端部構
造によれば、柱または梁となる軸組材の端部と接合部と
の間に充分な固定強度を得ることができる。As described above, according to the end structure of the frame member of the wooden frame structure of the present invention, sufficient fixing strength can be obtained between the end portion of the frame member to be a column or a beam and the joint. .
第1図は本考案の一実施例の要部を示す斜視図、第2図
は前記実施例に用いられる接合部の未挿入の状態を示す
分解斜視図、第3図は前記実施例を示す要部断面図、第
4図ないし第6図は、本考案のそれぞれ異なる他の実施
例に用いられる接合具を示す斜視図、第7図は本考案の
他の実施例に用いられる切込溝を示す斜視図、第8図お
よび第9図は本考案のさらに他の実施例の要部およびこ
の実施例に用いられる接合部の未挿入の状態を示す分解
斜視図である。 10,70…端部構造、11…軸組材としての柱、12,65,73…
切込溝、20,50,55,60,74…接合具、21,51,56,61,75…挿
入部、24,76…取付部、30…締付部材、40…被取付部材
としての基礎、72…被取付部材としての柱、71…軸組材
としての梁。FIG. 1 is a perspective view showing a main part of one embodiment of the present invention, FIG. 2 is an exploded perspective view showing a state where a joint used in the embodiment is not inserted, and FIG. 3 shows the embodiment. 4 to 6 are perspective views showing a connector used in different embodiments of the present invention, and FIG. 7 is a notch groove used in another embodiment of the present invention. FIG. 8 and FIG. 9 are exploded perspective views showing a main part of still another embodiment of the present invention and a state where a joint used in this embodiment is not inserted. 10,70… End structure, 11… Column as frame material, 12,65,73…
Notch grooves, 20, 50, 55, 60, 74 ... as joints, 21, 51, 56, 61, 75 ... insertion parts, 24, 76 ... mounting parts, 30 ... fastening members, 40 ... as mounting members Foundation, 72: Column as a member to be attached, 71: Beam as a frame member.
Claims (1)
か一方となる木製の軸組材の一端に、被取付部材と接合
するための接合具が固定された木質架構体の軸組材の端
部構造において、 前記軸組材の長手方向に沿って当該軸組材の端部に形成
された切込溝と、 この切込溝に挿入される挿入部および前記軸組材から突
出されるとともに被取付部材に取付けられる取付部を一
体的に有する接合具と、 前記切込溝に前記接合具の挿入部が挿入された前記軸組
材の端部を内部に挿通させた状態で当該端部に締付固定
される締付部材と、 を設けたことを特徴とする木質架構体の軸組材の端部構
造。1. A wooden frame assembly, in which a joining tool for joining to a member to be mounted is fixed to one end of a wooden frame material serving as one of pillars and beams constituting the wooden frame. In the end structure, a notch groove formed at an end of the frame material along a longitudinal direction of the frame material, an insertion portion inserted into the notch groove, and a protrusion protruding from the frame material. A joint having an attachment portion integrally attached to the member to be attached, and an end of the frame member in which the insertion portion of the joint is inserted into the cut groove. An end structure of a wooden frame member, comprising: a fastening member that is fastened and fixed to an end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8374289U JP2553210Y2 (en) | 1989-07-17 | 1989-07-17 | End structure of frame material of wooden frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8374289U JP2553210Y2 (en) | 1989-07-17 | 1989-07-17 | End structure of frame material of wooden frame |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0323504U JPH0323504U (en) | 1991-03-12 |
JP2553210Y2 true JP2553210Y2 (en) | 1997-11-05 |
Family
ID=31631663
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8374289U Expired - Lifetime JP2553210Y2 (en) | 1989-07-17 | 1989-07-17 | End structure of frame material of wooden frame |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2553210Y2 (en) |
-
1989
- 1989-07-17 JP JP8374289U patent/JP2553210Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0323504U (en) | 1991-03-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2655774B2 (en) | Pillar structure | |
JP2553210Y2 (en) | End structure of frame material of wooden frame | |
JPH0732657Y2 (en) | End structure of columns and beams of wooden frame | |
JP2575549Y2 (en) | Glued-column joint structure | |
JPS61126242A (en) | Joint box for house skeletal | |
JPH0439922Y2 (en) | ||
JPS6215366Y2 (en) | ||
JP3220663B2 (en) | Framed equipment for wooden buildings | |
JP2677383B2 (en) | Truss member joint structure | |
JPH10331262A (en) | Connection metal tool for column and beam, and connection method thereof | |
JP2608119B2 (en) | Joint structure for joining concrete members | |
JP2967977B2 (en) | Combination device of support and wall plate | |
JPH0647043Y2 (en) | Rigid connection structure of wooden beams | |
JP3631700B2 (en) | Column and horizontal joining device | |
JPS63210321A (en) | Pillar/beam connection structure | |
JP3015580U (en) | Joining structure of horizontal materials for wooden structures and its tools | |
JP2567573Y2 (en) | Corner panel mounting structure | |
JPH08199848A (en) | Device for reinforcing column | |
EP0473135A1 (en) | Form panels | |
JP2514769B2 (en) | Beam receiving method and beam receiving bracket | |
JPH0333846Y2 (en) | ||
JP2537713B2 (en) | Joint structure of columns and beams | |
JP2959757B2 (en) | Attracting hardware of wooden building | |
JPH053351U (en) | Bonding structure of steel materials for uprising | |
JP3031391U (en) | Joint fittings for construction and joint construction of buildings using them |