JPS6160215B2 - - Google Patents
Info
- Publication number
- JPS6160215B2 JPS6160215B2 JP52006457A JP645777A JPS6160215B2 JP S6160215 B2 JPS6160215 B2 JP S6160215B2 JP 52006457 A JP52006457 A JP 52006457A JP 645777 A JP645777 A JP 645777A JP S6160215 B2 JPS6160215 B2 JP S6160215B2
- Authority
- JP
- Japan
- Prior art keywords
- beams
- connecting plate
- column
- bolts
- columns
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Laminated Bodies (AREA)
Description
【発明の詳細な説明】
この発明は、下部柱の上端水平面に設けられた
縦凹溝に結合板の一部が挿嵌され、釘またはボル
トで結合されて突設されていると共に、側端面に
縦凹溝を設けた梁の端部がその縦凹溝を上記結合
板の突設部に嵌合させ下部水平面を上記下部柱の
上端水平面に当接させて下部柱上に載置され、釘
またはボルトで結合されていることを特徴とす
る、柱と梁の結合部の構造に関する。DETAILED DESCRIPTION OF THE INVENTION According to the present invention, a part of the connecting plate is inserted into a vertical groove provided in the horizontal plane of the upper end of the lower column, and is connected with nails or bolts so as to protrude. The end of the beam provided with a vertical groove is placed on the lower column by fitting the vertical groove into the protrusion of the coupling plate and bringing the lower horizontal surface into contact with the upper horizontal surface of the lower column, It relates to the structure of a joint between a column and a beam, which is characterized by being joined with nails or bolts.
以下この発明を添付図面の実施例を参照して詳
細に説明する。 Hereinafter, the present invention will be described in detail with reference to embodiments of the accompanying drawings.
添付図面第1図及び第2図は2本の上下の柱と
4本の梁の結合例を示し、下部柱1の上端水平面
に設けられた縦凹溝には正面形状〓形の結合板2
の下部結合片が挿嵌され、下部柱1の外側から釘
3が打ち込まれ結合板2が下部柱1に結合突設さ
れていると共に、結合板2の中央部に設けられた
縦長孔に矩形の結合板2′が挿通されている。一
方、側端面に縦凹溝4aを設けかつ端部両側面を
斜切りした4本の梁4,4,4,4の端部が、そ
の縦凹溝4aを夫々上記結合板2及び2′によつ
て形成される4方向の結合片に嵌合させ下部水平
面を上記下部柱1の上端水平面に当接させて下部
柱1上に載置され、梁4の外側から釘が打ち込ま
れて4本の梁が結合板2及び2′に結合されてい
る。また上部柱1′は、その下端水平面に設けら
れた縦凹溝を上記結合板2の上部結合片に嵌合
し、下端水平面を4本の梁4,4,4,4の上端
水平面に当接させ跨架した状態で載置され、上部
柱1′の外側から釘3が打ち込まれて結合板2に
結合されている。即ち上下2本の柱1,1′と4
本の梁4,4,4,4が結合板2及び2′を介し
て結合されている。 The attached drawings, Figures 1 and 2, show an example of how two upper and lower pillars are connected to four beams, and a vertical groove provided in the horizontal plane of the upper end of the lower pillar 1 has a connecting plate 2 with a front shape.
The lower connecting piece is inserted and fitted, the nail 3 is driven from the outside of the lower column 1, the connecting plate 2 is connected and protrudes from the lower column 1, and a rectangular shape is inserted into the vertical hole provided in the center of the connecting plate 2. A connecting plate 2' is inserted through the connecting plate 2'. On the other hand, the ends of the four beams 4, 4, 4, 4, which have vertical grooves 4a on their side end faces and are obliquely cut on both sides of the ends, extend the vertical grooves 4a into the coupling plates 2 and 2', respectively. It is placed on the lower column 1 with the lower horizontal surface in contact with the upper end horizontal surface of the lower column 1, and a nail is driven from the outside of the beam 4. A book beam is connected to the connecting plates 2 and 2'. Further, the upper column 1' has a vertical groove provided on its lower end horizontal surface that fits into the upper connecting piece of the connecting plate 2, and its lower end horizontal surface touches the upper end horizontal surface of the four beams 4, 4, 4, 4. The upper pillars 1' are placed in a straddling state, and nails 3 are driven from the outside of the upper pillar 1' to connect them to the connecting plate 2. That is, the two upper and lower columns 1, 1' and 4
The book beams 4, 4, 4, 4 are connected via connecting plates 2 and 2'.
上記実施例で結合板には積層合板、合成樹脂、
含泡繊維入り合成樹脂、金属系やガラス系無機質
繊維または綿絹麻等の天然繊維をバインダーで結
合したもの、上記繊維によつてつくられる網材を
木粉とバインダーとの混合物と積層硬化させたも
の、上記繊維と木粉及びバインダーを混合して成
形硬化させたもの等、強度が大で釘打ちに適した
ものが使用される。上記成形体の製造法は、粗に
からみ合つた上記繊維シートと木粉を混合した熱
可塑性合成樹脂熔融体をベルトコンベア上で積層
して含浸させ、ロールで板状に成形したり、上記
繊維を網状としたものと熱可塑性合成樹脂または
熱硬化性合成樹脂と木粉との混合層をベルトコン
ベア上で多積層してロール板状に成形し、加熱ま
たは冷却或いは化学変化等を利用して硬化させ、
該板材を結合板2,2′の形状に切断し、結合板
2の縦孔に結合板2′を挿通して接着剤で接着す
ること等によつてつくることができる。また上記
板材をつくるとき防炎剤、防蟻剤、水ガラス等を
混合して成形するもよく、ロールを介してアルミ
箔や耐熱シートと積層して積層成形するものよ
い。また更に結合板2は8角形4角形等その形状
を問わない。上記形状の結合板の露出部は水平力
に対応することができ、結合板は柱と梁の結合本
数によつて形状を種々に変化させることができ
る。また柱と梁によつて形成される間隙にはセメ
ントモルタルや、木粉、木片等とバインダー或は
更に繊維を混合したものを充填或は塗設するもよ
く、結合板2,2′は金属製としてボルト孔を設
けておき、ボルトを利用して柱や梁を結合するも
よい。第3図は組合せ結合板5,6,7.8を示
し、組合せ結合板7,8は結合板に切欠部を設け
ておき切欠部を噛合させてもよい。 In the above example, the bonding plate is laminated plywood, synthetic resin,
Synthetic resin containing foamed fibers, metal-based or glass-based inorganic fibers, or natural fibers such as cotton, silk, and hemp bound together with a binder, and net materials made from the above fibers are laminated and cured with a mixture of wood flour and a binder. Those with high strength and suitable for nailing are used, such as those made by mixing the above fibers with wood flour and a binder and molding and hardening them. The method for producing the above-mentioned molded article is to stack the loosely entangled fiber sheets and a thermoplastic synthetic resin melt mixed with wood flour on a belt conveyor, impregnate them, and form them into a plate shape with rolls. A mixed layer of a net-like material, a thermoplastic synthetic resin or a thermosetting synthetic resin, and wood flour is laminated in multiple layers on a belt conveyor and formed into a roll plate shape, and then heated, cooled, or chemically changed. harden,
It can be made by cutting the plate material into the shape of the connecting plates 2, 2', inserting the connecting plates 2' into the vertical holes of the connecting plate 2, and bonding them with an adhesive. Further, when making the above-mentioned plate material, flame retardants, termite repellents, water glass, etc. may be mixed and molded, or laminated with aluminum foil or heat-resistant sheet via rolls and laminated. Further, the shape of the coupling plate 2 may be any shape, such as an octagon or a quadrangle. The exposed portion of the coupling plate having the above shape can respond to horizontal force, and the shape of the coupling plate can be changed in various ways depending on the number of columns and beams to be coupled. In addition, the gaps formed by the columns and beams may be filled or coated with cement mortar, wood powder, wood chips, etc. mixed with a binder or fibers, and the bonding plates 2 and 2' are made of metal. It is also possible to provide bolt holes in the structure and use bolts to connect columns and beams. FIG. 3 shows the combination coupling plates 5, 6, 7.8, and the combination plates 7, 8 may have notches provided in the coupling plates and the notches may be engaged with each other.
上記実施例では柱と梁に木材を使用したが、こ
の発明では柱を木材とし梁等の横架材を溝形鋼等
の金属材として、結合板の一側または両側に配設
し、ボルト結合して木柱と金属製横架材による軸
組を構成することができる。尚基礎と土台及び柱
の結合は、結合板にアンカボルトを熔着しておい
て基礎コンクリート上に突設しておき、結合板を
介して土台及びその上の柱或いは大引を結合する
ことができる。 In the above embodiment, wood was used for the pillars and beams, but in this invention, the pillars are made of wood, and the horizontal members such as beams are made of metal such as channel steel, which are arranged on one or both sides of the connecting plate, and the bolts are They can be combined to form a frame consisting of wooden columns and metal horizontal members. In addition, to connect the foundation, foundation, and columns, anchor bolts are welded to the connecting plate and protruded from the foundation concrete, and the foundation and the columns or pillars above it are connected via the connecting plate. I can do it.
従来の木造建築における柱と梁の結合は、仕口
が複雑で刻み加工に技術と時間を要するばかり
か、柱にほぞ孔を設けこれに梁のほぞを挿嵌する
ため結合強度が充分でなく、しかも直立した柱の
中間に梁を結合することができない等の欠点があ
つた。直立した柱の中間に梁を結合するため、出
願人は特願昭51−113618号において、柱の中間側
面に結合板を突設し、これに梁の端面に設けた縦
凹溝を嵌合させて結合することを提案したが、梁
荷重を結合柄だけで支持するため結合強度が充分
でない欠点があつた。また別の方法として第4図
〜第8図の方法も考えられる。第4図〜第8図の
方法は以下の通りである。 In conventional wooden construction, the joint between columns and beams is not only complicated and requires skill and time to carve, but also requires a mortise hole in the column and the tenon of the beam inserted into this hole, which results in insufficient joint strength. Moreover, there were drawbacks such as the inability to connect a beam in the middle of an upright column. In order to connect a beam to the middle of an upright column, the applicant proposed in Japanese Patent Application No. 113618/1983 that a connecting plate was provided protruding from the middle side of the column, and a vertical groove provided on the end face of the beam was fitted into this. However, the joint strength was not sufficient because the beam load was supported only by the joint handle, which was proposed. Further, as another method, the methods shown in FIGS. 4 to 8 can also be considered. The method shown in FIGS. 4 to 8 is as follows.
第4図は結合具9を示し、角形の金属板9a下
部に2条の切欠部9dを設け、その両側を一方向
に90゜折曲げて梁載置台9cを形成し、ボルト孔
9d及び釘孔9eを設けたものである。第6図に
示されるように先づ上記結合具9の上部に2条の
切欠部9b′を設けた結合具9′,9′を下部柱10
の上部両側に配設し、該結合具9′に設けられた
ボルト孔及び柱10に設けられた横孔にボルト1
1を挿通しその先端にナツトを螺嵌緊締して、柱
10の上部両側に結合具9′,9′を取付ける。次
に下部柱10の上に上部柱10′を載せ、同じく
ボルトで結合する。次に上記結合具9′,9′と直
交して結合具9,9を柱の接合部両側にその切欠
部9bを結合具9′の切欠部9b′に嵌合させて落
し込み、同様にボルトで結合する。次に各結合具
の梁載置台上に梁12の端部を載置しボルトで結
合して第7図の如く上下の柱と横方向4本の梁を
結合することができる。尚上記結合法において
は、釘を併用するがよく、第8図のように梁載置
台9c,9cを連結材13で連結するもよい。ま
た第5図に示す結合具14及び切欠部を上部に設
けた結合具を使用することにより、1方向〜3方
向の梁の結合もできる。また柱10と1〜4方向
の梁を結合することができることは勿論柱の中間
に梁を結合することもできる。また柱を木材とし
梁や軒桁を金属製として梁等を梁載置台上に載設
してボルトで結合するもよく、上下にC形鋼を配
設し、中間にラチスを設けたような高さの高い梁
を使用するときは、結合具を上下に対向して配設
して梁等を挾着結合するもよい。 FIG. 4 shows a coupling tool 9, in which two notches 9d are provided at the bottom of a rectangular metal plate 9a, both sides of which are bent 90 degrees in one direction to form a beam mounting base 9c, and bolt holes 9d and nails are formed. A hole 9e is provided. As shown in FIG. 6, first connect the connectors 9', 9', which have two notches 9b' in the upper part of the connector 9, to the lower column 10.
The bolts 1 are inserted into the bolt holes provided in the coupling tool 9' and the horizontal holes provided in the pillar 10.
Connectors 9' and 9' are attached to both sides of the upper part of the column 10 by inserting the connector 1 and tightening a nut at its tip. Next, the upper column 10' is placed on the lower column 10 and connected with bolts in the same manner. Next, the connectors 9, 9 are dropped perpendicularly to the connectors 9', 9' on both sides of the joint part of the pillars by fitting their notches 9b into the notches 9b' of the connectors 9', and similarly. Connect with bolts. Next, the ends of the beams 12 are placed on the beam mounting base of each connector and connected with bolts, so that the four horizontal beams can be connected to the upper and lower columns as shown in FIG. In the above connection method, nails may also be used, and the beam mounting tables 9c, 9c may be connected with a connecting member 13 as shown in FIG. Furthermore, by using the coupling tool 14 shown in FIG. 5 and a coupling tool having a notch on the top, beams can be coupled in one to three directions. In addition, it is possible to connect the pillar 10 with beams in directions 1 to 4, and it is also possible to connect a beam in the middle of the pillar. Alternatively, the pillars may be made of wood, the beams and eaves beams may be made of metal, and the beams, etc., may be placed on a beam mounting table and connected with bolts. When using tall beams, the beams and the like may be clamped and connected by disposing coupling tools vertically facing each other.
以上述べた第4図〜第8図の結合法は、柱と梁
に刻み加工を必要とせず結合法が簡単であり、結
合強度も充分であるが、結合具が外部に露出する
ため、この部分に内装材や外装材を釘打ちするこ
とができない不便さがある。しかるにこの発明は
前記のように構成されるから、仕口が簡単になつ
て刻み加工にさしたる技術と時間を必要とせず、
梁はその端部が下部柱上に載置され荷重を下部柱
で直接支持されてボルト等により結合されるから
仕口が簡易化されたにかかわらず結合強度も充分
であり、しかも梁は直上から下部柱上に載置する
から直立した柱への結合が可能で、軸組架構体の
組立順序が簡易化され、結合板が外部に露出しな
いから、結合部に内装材や外装材を釘打ちしやす
い等の効果を有する。 The connection method shown in Figures 4 to 8 described above is a simple connection method that does not require cutting on columns and beams, and the connection strength is sufficient, but since the connection tool is exposed to the outside, this method There is an inconvenience in that it is not possible to nail interior or exterior materials to the area. However, since this invention is constructed as described above, the shiiguchi is simple and does not require much skill and time for carving.
The ends of the beams are placed on the lower pillars, the load is directly supported by the lower pillars, and they are connected with bolts, etc., so the joint strength is sufficient even though the joint is simplified, and the beams are directly above the pillars. It is possible to connect to an upright column by placing it on the lower column, which simplifies the assembly sequence of the frame frame structure, and because the connecting plate is not exposed to the outside, interior and exterior materials cannot be nailed to the joint. It has the effect of making it easier to hit.
添付図面第1図は柱と梁の結合部1例を示す横
断面図、第2図は同縦断面図、第3図は組合せ結
合板4例の正面図、第4図は結合具1例の斜視
図、第5図は結合具他例の斜視図、第6図及び第
7図は柱と梁の結合順序1例を示す斜視図、第8
図は結合具連結を示す縦断面図である。
Attached drawings Figure 1 is a cross-sectional view showing one example of a joint between a column and a beam, Figure 2 is a longitudinal cross-sectional view of the same, Figure 3 is a front view of four examples of combined joint boards, and Figure 4 is an example of a joint. FIG. 5 is a perspective view of another example of the coupling device, FIGS. 6 and 7 are perspective views showing one example of the coupling order of columns and beams, and FIG.
The figure is a longitudinal cross-sectional view showing a connector connection.
Claims (1)
合板の一部が挿嵌され、釘またはボルトで結合さ
れて突設されていると共に、側端面に縦凹溝を設
けた梁の端部がその縦凹溝を上記結合板の突設部
に嵌合させ下部水平面を上記下部柱の上端水平面
に当接させて下部柱上に載置され、釘またはボル
トで結合されていることを特徴とする、柱と梁の
結合部の構造。1. A part of the connecting plate is inserted into a vertical groove provided on the horizontal surface of the upper end of the lower column, and is connected with nails or bolts to protrude, and the end of the beam has a vertical groove on the side end surface. The part is placed on the lower column by fitting its vertical groove into the protruding part of the connecting plate and bringing the lower horizontal surface into contact with the horizontal surface of the upper end of the lower column, and is connected with nails or bolts. The structure of the joint between columns and beams is a distinctive feature.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP645777A JPS5392520A (en) | 1977-01-25 | 1977-01-25 | Panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP645777A JPS5392520A (en) | 1977-01-25 | 1977-01-25 | Panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5392520A JPS5392520A (en) | 1978-08-14 |
| JPS6160215B2 true JPS6160215B2 (en) | 1986-12-19 |
Family
ID=11638958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP645777A Granted JPS5392520A (en) | 1977-01-25 | 1977-01-25 | Panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5392520A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01239169A (en) * | 1988-03-11 | 1989-09-25 | Asahi Glass Co Ltd | Surface-treating agent for silica fiber |
| CN106284716A (en) * | 2016-10-10 | 2017-01-04 | 重庆方浩建筑保温材料有限公司万盛分公司 | A kind of honeycomb fashion light insulation board |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6312523U (en) * | 1986-03-13 | 1988-01-27 | ||
| JP6941364B2 (en) * | 2017-06-12 | 2021-09-29 | 一般社団法人住環境創造研究所 | Panel structure and prefabricated shelter with it |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51107622A (en) * | 1975-03-18 | 1976-09-24 | Kazuyoshi Kimura | KENCHIKUBUTSUNO SHIKOHOHO |
-
1977
- 1977-01-25 JP JP645777A patent/JPS5392520A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01239169A (en) * | 1988-03-11 | 1989-09-25 | Asahi Glass Co Ltd | Surface-treating agent for silica fiber |
| CN106284716A (en) * | 2016-10-10 | 2017-01-04 | 重庆方浩建筑保温材料有限公司万盛分公司 | A kind of honeycomb fashion light insulation board |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5392520A (en) | 1978-08-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5890332A (en) | Reconstituted wood block modular building system | |
| US4061813A (en) | Combination sheathing support - member building product | |
| US4503648A (en) | Lightweight composite building module | |
| US5440846A (en) | Construction for building panels and other building components | |
| JPS6160215B2 (en) | ||
| EP0260435A1 (en) | Composite building panels | |
| NO820638L (en) | ELEVATIVE COMPOSITION TREMATERIAL CONSTRUCTION ELEMENTS | |
| KR102761128B1 (en) | Onding and fixing method for joint part of modular building | |
| JP2019039171A (en) | Composite slab | |
| JP2662622B2 (en) | Manufacturing method of structural glulam | |
| JP3132427U (en) | Wooden building wall reinforcement frame | |
| JPH04330164A (en) | Method of constructing form for placing concrete | |
| JP2003138580A (en) | Residual formwork panel | |
| JP3042718U (en) | Wooden composite beams | |
| JPS637621Y2 (en) | ||
| JP4227864B2 (en) | Joists, foundations, pillars and panel frames | |
| CA1038148A (en) | Method of manufacturing skin stressed building elements | |
| JP7525279B2 (en) | Floor panel and method for manufacturing the floor panel | |
| JPS5845377Y2 (en) | Wooden structural materials for construction | |
| JP2572478B2 (en) | Joining structure of panels with inorganic surface materials | |
| JPS63121508U (en) | ||
| JP2595044Y2 (en) | Pillar mortise | |
| JP3396274B2 (en) | Glulam | |
| JPS6118972Y2 (en) | ||
| ATE290128T1 (en) | METHOD FOR ANCHORING A PLYWOOD PLATE IN THE GROUND, AND BUILDING CONSTRUCTION PRODUCED THEREFROM |