JPS6223136B2 - - Google Patents

Info

Publication number
JPS6223136B2
JPS6223136B2 JP7534779A JP7534779A JPS6223136B2 JP S6223136 B2 JPS6223136 B2 JP S6223136B2 JP 7534779 A JP7534779 A JP 7534779A JP 7534779 A JP7534779 A JP 7534779A JP S6223136 B2 JPS6223136 B2 JP S6223136B2
Authority
JP
Japan
Prior art keywords
corner
girder
upper edge
hipped
cut
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
Application number
JP7534779A
Other languages
Japanese (ja)
Other versions
JPS56442A (en
Inventor
Shigeo Kureya
Morinobu Aragaki
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHINYO SHOKAI KK
Original Assignee
SHINYO SHOKAI KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SHINYO SHOKAI KK filed Critical SHINYO SHOKAI KK
Priority to JP7534779A priority Critical patent/JPS56442A/en
Publication of JPS56442A publication Critical patent/JPS56442A/en
Publication of JPS6223136B2 publication Critical patent/JPS6223136B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は木造建築の寄棟造りにおける出隅軸組
構造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a projecting corner frame structure in a hipped structure of a wooden building.

従来の寄棟造りにおける出隅軸組構造は、互い
に直交する軒げたを相欠き組みにより十字形に接
合したのち隅木の幅と勾配に合わせながら隅木当
りの欠込みを施工現場で加工していたから、技能
の高度な習熟と加工に長時間を要する欠点があつ
た。
In the conventional hipped building, the projecting corner frame structure involves joining the eaves that are orthogonal to each other in a cross shape using intersecting interlocking, and then creating a notch at the corner wood at the construction site to match the width and slope of the corner wood. The drawback was that it required a high degree of skill acquisition and a long time for processing.

翻つて出願人は、木造建築の軸組構造全般につ
いてその各部構造を共通に規格化し、仕口、木
口、継手等の加工をすべて工場内の機械により集
中的に行い、施工現場においては、これらの加工
された部材を接合用金具を用いて結合してゆくだ
けで容易に高品質の木造建築物を組立て得る木造
軸組工法に関する新規な発明及び考案を既に提案
しており、本発明はこれら発明及び考案に関連し
てなされたものである。
On the other hand, the applicant standardized the structure of each part of the frame structure of wooden buildings in general, and processed all the joints, wood ends, joints, etc. intensively using machines in the factory, and at the construction site, these The present invention has already proposed new inventions and ideas related to wooden frame construction methods that allow high-quality wooden buildings to be easily assembled by simply joining processed parts using joining fittings. It is related to inventions and ideas.

本発明の目的は、上規新規な発明及び考案と併
用することができ、且つ前述の諸欠点を解消し、
木材の無駄を抑え、施工現場での作業時間を格段
に短縮し、しかもゲージを用いて簡単に加工部分
のけがきを行うことができる出隅軸組構造を提供
することにある。
The object of the present invention is to be able to be used in combination with the above novel inventions and ideas, and to solve the above-mentioned drawbacks.
To provide a frame structure with protruding corners capable of suppressing wastage of wood, significantly shortening working time at a construction site, and allowing easy marking of processed parts using a gauge.

以下本発明を実施例の図面にもとづいて説明す
る。
The present invention will be explained below based on drawings of embodiments.

第1図に本発明の前提となる軒げたの仕口構造
の一例を示す分解斜視図を示し、第2図にその組
立斜視図を示す。
FIG. 1 shows an exploded perspective view showing an example of an eaves joint structure that is the premise of the present invention, and FIG. 2 shows an assembled perspective view thereof.

通し柱1の上端面上に一方の桁2の端部を接合
し、その桁2の内側面3の端部に他方の桁4の端
部を接合して出隅を構成している。桁4の端面は
左右両側部を端面上縁から下縁に至るまで角形に
削除して左右両凹部を形成し、中央の残余部分を
中央凸部5とする。これに対する桁2の側面3の
端部には、中央凸部5と嵌合する凹部6を形成
し、中央凸部5と凹部6とが嵌合したとき左右両
凹部が側面3に当接し、桁4の外側面7が桁2の
端面8に一致するようになつている。また、中央
凸部5の中心点と凹部6の中心点にそれぞれダボ
孔を穿孔し、両ダボ孔に共通のダボ9を貫挿す
る。桁4の端部に水平方向の切割溝10を刻設
し、この切割溝10の左右両側から補強金物11
及び12を取付ける。
The end of one girder 2 is joined to the upper end surface of the through column 1, and the end of the other girder 4 is joined to the end of the inner surface 3 of the girder 2, thereby forming a protruding corner. The end face of the girder 4 has both left and right sides cut into a rectangular shape from the upper edge to the lower edge to form both left and right concave parts, and the remaining part in the center is used as a central convex part 5. On the other hand, a recess 6 is formed at the end of the side surface 3 of the girder 2 to fit into the central projection 5, and when the central projection 5 and the recess 6 are fitted together, both the left and right recesses abut against the side surface 3. The outer surface 7 of the spar 4 corresponds to the end surface 8 of the spar 2. Further, dowel holes are formed at the center point of the central convex portion 5 and the center point of the recessed portion 6, respectively, and a common dowel 9 is inserted through both dowel holes. A horizontal cut groove 10 is carved in the end of the girder 4, and reinforcing hardware 11 is inserted from both left and right sides of the cut groove 10.
and 12 are installed.

この補強金物のうち外側面用のもの11は、長
方形の板の一端111を直角に折り曲げた当て板
112の他端部の内面に、この内面と垂直な貫入
板113を当て板の長手方向中心線上において溶
接等により一体に作られ、当て板にはボルト取付
孔114が穿たれ、貫入板113にはピン孔11
5が穿たれている。また、この当て板112の上
下方向の幅寸法は桁4の側面の高さよりも小さ
く、取付状態において、補強金物11の上縁11
6と桁4の側面上縁の稜線13の間に所定寸法幅
Aの木部が露呈することになる。実施例におい
て、桁4の側面7の高さが100mmの場合、幅60mm
の補強金物を用い、A=20mmとした。
Among these reinforcing hardware, the one for the outer surface 11 is made by bending one end 111 of a rectangular plate at right angles to the other end of the backing plate 112. It is made integrally by welding or the like along a line, and the backing plate has bolt mounting holes 114, and the penetration plate 113 has pin holes 11.
5 is worn. Further, the width dimension in the vertical direction of this backing plate 112 is smaller than the height of the side surface of the girder 4, and in the installed state, the upper edge 11 of the reinforcing hardware 11
6 and the ridge line 13 at the upper edge of the side surface of the girder 4, a wooden portion having a predetermined width A is exposed. In the example, if the height of the side surface 7 of the girder 4 is 100 mm, the width is 60 mm.
A reinforcing hardware was used, and A = 20 mm.

内側面用の補強金物12は、その当て板122
の長さが短く一端121の折り曲げの向きが外側
面用のものと相違するほかは外側面用のもの11
と同様の貫入板123が形成されている。ボルト
14,14は補強金物11,12を桁4に挾着
し、ピン15,15は桁4上面に穿たれたピン孔
16,16を通して貫入板のピン孔に打ち込まれ
る。
The reinforcing hardware 12 for the inner surface has its backing plate 122
The one for the outer surface 11 is shorter in length and the direction of bending of one end 121 is different from that for the outer surface.
A penetration plate 123 similar to the above is formed. Bolts 14, 14 fasten reinforcing hardware 11, 12 to girder 4, and pins 15, 15 are driven into pin holes of the penetration plate through pin holes 16, 16 bored in the upper surface of girder 4.

柱1の上端面16にダボ17が植設され、桁2
の下面端部に穿設されているダボ孔に貫挿され
る。なお、桁2,4の下面には長手方向に沿つて
浅い中央凹条溝18,19が形成されている。こ
れは、まぐさ、すじかい等の間材、又は断熱板等
のパネル材の施工の際に利用されるほか、上下面
の判別にも役立つ。
A dowel 17 is planted on the upper end surface 16 of the column 1, and the girder 2
It is inserted through the dowel hole drilled in the lower end of the. Note that shallow central grooves 18 and 19 are formed along the longitudinal direction on the lower surfaces of the beams 2 and 4. This is used when constructing intermediary materials such as lintels and liners, or panel materials such as heat insulation boards, and is also useful for distinguishing between upper and lower surfaces.

この接合装置のダボ孔穿孔、凹部削除、切割溝
の刻設、ピン孔の穿孔等はすべて工場で集中的に
行われる。施工現場における組立作業は、柱1上
に桁2を接合し、桁2の端部に桁4の端面を接合
したのち、補強金物11,12の貫入板を切割溝
10に貫入してボルト14で仮締めする。次に補
強金物11,12の折曲げ部を桁2にネジクギ、
ボルト等で固着し、その後、ピン15,15を打
ち込む。なお、桁4のピン孔の位置を貫入板のピ
ン孔の位置よりも、ピン半径を限度として、木口
端面から遠い方向へ偏心させておけば、ピンの打
ち込みによつて桁4の木口が桁2に強く押圧され
て仕口構造が締まる。ピン15,15を打ち込ん
だのち、仮締めしてあつたボルト14,14を強
く締めて組立て作業を完了する。
All operations such as drilling dowel holes, removing recesses, cutting grooves, and drilling pin holes in this joining device are performed centrally at the factory. The assembly work at the construction site involves joining the girder 2 onto the column 1, joining the end face of the girder 4 to the end of the girder 2, and then inserting the penetration plates of the reinforcing metal fittings 11 and 12 into the cut grooves 10 and attaching the bolts 14. Tighten temporarily. Next, screw the bent parts of the reinforcing hardware 11 and 12 onto the girder 2,
It is fixed with bolts, etc., and then pins 15, 15 are driven in. In addition, if the position of the pin hole of the girder 4 is set eccentrically in the direction far from the end surface of the butt end than the position of the pin hole of the penetration plate, within the limit of the pin radius, the end of the girder 4 will be aligned with the girder by driving the pin. 2 is strongly pressed and the joint structure is tightened. After driving the pins 15, 15, the temporarily tightened bolts 14, 14 are strongly tightened to complete the assembly work.

このような軒桁の出隅軸組において、隅木を載
せるべき部分であつて且つ補強金物11の上縁1
16に接して所定勾配に傾斜した面より上の部分
を切削除去し、第3図に示すような切削除去部分
を形成する。すなわち、隅木の横幅が嵌り込むた
めの相対向する三角形の鉛直面21,21と、隅
木の軸心を境として二分された左傾斜面22及び
右傾斜面23が形成され、左右傾斜面の上縁2
4,25はそれぞれ桁2及び桁4の外側面と平行
であつて互に直交している。
In such a projecting corner frame of an eave girder, the upper edge 1 of the reinforcing hardware 11 is the part on which the corner beam is to be placed.
16 and above the surface that is inclined at a predetermined slope is cut away to form a cut away part as shown in FIG. That is, triangular vertical surfaces 21 and 21 facing each other into which the width of the corner piece fits, a left inclined surface 22 and a right inclined surface 23 that are bisected with the axis of the corner wood as a border, are formed, and the upper edges 2 of the left and right inclined surfaces 22 and 23 are formed.
4 and 25 are parallel to the outer surfaces of the beams 2 and 4, respectively, and are perpendicular to each other.

この切削除去部分に載せる隅木は、第4図に示
すような横断面形状を有している。すなわち、隅
木26の底面は、補強金物11の上縁116,1
16に嵌合するように、左右両縁261,262
から中心に向つて深くなる二辺263,264に
よりヘ字形溝が形成されており、さらに、左右両
側面の上部を切削除去してなる棚部265,26
6が形成されている。
The corner piece to be placed on this cut away portion has a cross-sectional shape as shown in FIG. That is, the bottom surface of the corner block 26 is the upper edge 116,1 of the reinforcing hardware 11
16, both left and right edges 261, 262
An F-shaped groove is formed by two sides 263 and 264 that become deeper toward the center, and shelf portions 265 and 26 are formed by cutting and removing the upper portions of both left and right sides.
6 is formed.

上述した切削除去部分の左右傾斜面22,23
に植設したダボ(図示せず)と隅木26の底面2
63,264に穿孔されたダボ孔を嵌合して、第
5図に示すように隅木26を取付け、隅木の棚部
からクギ27を打ち込み、たるき28を棚部と桁
の上に配設して寄棟の出隅軸組が完成する。
Left and right inclined surfaces 22 and 23 of the above-mentioned cut-off portion
Dowels (not shown) planted in the bottom surface 2 of the corner wood 26
Fit the dowel holes drilled in holes 63 and 264, attach the corner block 26 as shown in Figure 5, drive the nails 27 through the shelf of the corner block, and place the rafters 28 on the shelf and girder. The projecting corner frame of the hipped building is completed.

第6図に本発明の実施に使用して便利な定規の
斜視図を示す。この定規30は第2図に示す桁の
直交部分に当てて切削除去部分の範囲をけがくた
めに使用される。この定規は、互に直交する垂直
な二面301,302と水平面303から成り、
水平面303には、垂直二面301,302の内
面からの長さ、B1,B2,B3をそれぞれ規定する
輪郭線又はマーク孔が設けられている。B1
B2,B3は例えば30/100,35/100,40/100の各勾
配に対応しており、この定規を用いて所定勾配に
おける切削除去部分の左右両辺21,21と上縁
線24,25を直ちにけがくことができる。
FIG. 6 shows a perspective view of a ruler useful for carrying out the invention. This ruler 30 is used to mark the area to be cut and removed by applying it to the orthogonal part of the girder shown in FIG. This ruler consists of two perpendicular surfaces 301, 302 and a horizontal surface 303, which are perpendicular to each other.
The horizontal surface 303 is provided with contour lines or mark holes that define the lengths B 1 , B 2 , and B 3 from the inner surfaces of the two vertical surfaces 301 and 302, respectively. B1 ,
B 2 and B 3 correspond to, for example, each slope of 30/100, 35/100, and 40/100, and using this ruler, both the left and right sides 21, 21 and the upper edge line 24, 25 can be marked immediately.

第7図に本発明における軒桁出隅部の仕口構造
の他の実施例を分解斜視図により示す。この実施
例が前述のものと相違する点は、柱31の相隣接
する二側面の上端部32,33に軒桁34,35
の端面が凹凸部の嵌合及びダボの嵌合により接合
し、軒桁34,35のそれぞれの端部に切割溝3
6,36を設けると共に、両端に貫入板を備えた
L字形補強金物37及び38を用いて出隅部の仕
口を構成していることにある。従つて隅木は主と
して柱31の上端に直接載せられる。
FIG. 7 shows an exploded perspective view of another embodiment of the joint structure of the projecting corner portion of the eave sill according to the present invention. This embodiment differs from the previous one in that eaves beams 34, 35 are attached to the upper ends 32, 33 of two adjacent sides of the column 31.
The end faces of the eave girders 34 and 35 are joined by fitting the uneven parts and dowels, and cut grooves 3 are formed at the ends of each of the eave girders 34 and 35.
6 and 36, and L-shaped reinforcing metal fittings 37 and 38 with penetration plates at both ends are used to form a joint at the protruding corner. Therefore, the corner block is mainly mounted directly on the upper end of the column 31.

第8図に本発明における隅木を載せるための切
削除去部分の他の実施例の斜視図を示す。この実
施例が前述のものと相違する点は、隅木が載るべ
き傾斜面41に左右を二分する稜線がなく単一の
平面をなし、これに対し、出隅部の外側面に取付
けられている補強金物42の上縁43が頂点44
に近づくほど低くなる向きに傾斜していることで
ある。従つて隅木に底面の平担なものを用いるこ
とができる。
FIG. 8 shows a perspective view of another embodiment of the cut-and-remove portion for mounting a corner block according to the present invention. The difference between this embodiment and the above-mentioned one is that the inclined surface 41 on which the corner board rests does not have a ridge line that bisects the left and right sides and is a single plane, whereas the corner board is attached to the outer surface of the protruding corner. The upper edge 43 of the reinforcing hardware 42 is the apex 44
The slope becomes lower as it gets closer to . Therefore, a corner block with a flat bottom can be used.

本考案によれば、規格化された軸組構造により
軒桁の上縁から補強金物の上縁までの木部露呈部
分の幅寸法が定まつており、軒桁の外周の稜線か
ら所定距離だけ内方へ隔つたところにけがき線を
引いてこれを傾斜面上縁にするだけで自ずから所
定の勾配を得ることができる。また、在来工法と
比較して隅木を載せるために除去する部分の容量
が小さく作業時間が格段に短縮され、特に隅木の
底面をヘ字形とするときは更に切削除去部分が減
少する。
According to the present invention, the width dimension of the exposed wood part from the upper edge of the eave girder to the upper edge of the reinforcing hardware is determined by the standardized frame structure, and the width dimension of the exposed wood part from the upper edge of the eave girder to the upper edge of the reinforcing hardware is determined, and the width dimension is determined by a specified distance from the outer ridgeline of the eave girder. A predetermined slope can be obtained by simply drawing a score line inwardly and using this as the upper edge of the slope. In addition, compared to conventional construction methods, the volume of the part to be removed to place the corner wood is small, and the working time is significantly shortened. In particular, when the bottom of the corner wood is made into an F-shape, the amount of part to be cut and removed is further reduced.

また、隅木の左右両側面に棚部を設けるとき
は、たるきの取付け及び隅木のクギ止めが容易と
なる。
Furthermore, when shelves are provided on both left and right sides of the corner wood, it becomes easier to attach the rafters and nail the corner wood.

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

第1図は本発明の前提をなす軒桁の仕口構造の
一例を示す分解斜視図、第2図はその組立状態を
示す斜視図である。第3図は本発明実施例の隅木
を除いた部分を示す斜視図である。第4図は本発
明実施例の隅木の横断面図を示す。第5図は本発
明実施例の組立状態を示す斜視図である。第6図
は本発明の実施に適用しうる定規の一例を示す斜
視図である。第7図は本発明の出隅部の他の実施
例を示す分解斜視図、第8図は本発明の切削除去
部分の他の実施例を示す斜視図である。 1…柱、2,4…桁、11…補強金物、21,
22,23…切削除去により形成された面、26
…隅木、263,264…ヘ字形溝、265,2
66…棚部。
FIG. 1 is an exploded perspective view showing an example of the eave girder joint structure that forms the premise of the present invention, and FIG. 2 is a perspective view showing its assembled state. FIG. 3 is a perspective view showing a portion of the embodiment of the present invention excluding the corner bar. FIG. 4 shows a cross-sectional view of a corner tree according to an embodiment of the present invention. FIG. 5 is a perspective view showing the assembled state of the embodiment of the present invention. FIG. 6 is a perspective view showing an example of a ruler applicable to the implementation of the present invention. FIG. 7 is an exploded perspective view showing another embodiment of the projecting corner portion of the present invention, and FIG. 8 is a perspective view showing another embodiment of the cut-out portion of the present invention. 1... Column, 2, 4... Girder, 11... Reinforcement hardware, 21,
22, 23... Surface formed by cutting and removal, 26
...Sumiki, 263,264...F-shaped groove, 265,2
66...Shelf section.

Claims (1)

【特許請求の範囲】 1 柱と二本の直交する桁の接合により出隅を構
成し、その出隅の外側面の桁の上縁から所定寸法
を残こしてL字形金物を取付け、隅木を載せるべ
き部分であつて且つ上記L字形金物の上縁に接し
て所定勾配に傾斜した面より上の部分を切削除去
し、その切削除去部分に隅木を載せてなることを
特徴とする寄棟の出隅軸組構造。 2 L字形金物の上縁をなす水平な二辺に嵌合す
るように、隅木の底面に左右両縁から中心に向つ
て深くなるへ字形溝を形成したことを特徴とする
特許請求の範囲第1項記載の寄棟の出隅軸組構
造。 3 隅木の左右両側面に上部を切削除去してなる
棚部を形成したことを特徴とする特許請求の範囲
第1項又は第2項記載の寄棟の出隅軸組構造。
[Scope of Claims] 1. A corner is formed by joining a column and two orthogonal girders, and an L-shaped metal fitting is attached leaving a predetermined dimension from the upper edge of the girder on the outer surface of the corner, and a corner beam is attached. A part of the hipped building that is to be placed and is above a surface that is in contact with the upper edge of the L-shaped hardware and is inclined at a predetermined slope is cut off and removed, and a corner piece is placed on the cut away part. Extruded corner frame structure. 2. Claim No. 2, characterized in that an L-shaped groove is formed in the bottom surface of the corner piece so as to fit into the two horizontal sides forming the upper edge of the L-shaped metal fitting, which deepens from both the left and right edges toward the center. The projecting corner framework structure of the hipped building described in Section 1. 3. The projecting corner frame structure of a hipped building according to claim 1 or 2, characterized in that shelf portions are formed on both left and right sides of the corner beam by cutting off the upper part thereof.
JP7534779A 1979-06-14 1979-06-14 Outside angle frame structure of hip roof Granted JPS56442A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7534779A JPS56442A (en) 1979-06-14 1979-06-14 Outside angle frame structure of hip roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7534779A JPS56442A (en) 1979-06-14 1979-06-14 Outside angle frame structure of hip roof

Publications (2)

Publication Number Publication Date
JPS56442A JPS56442A (en) 1981-01-06
JPS6223136B2 true JPS6223136B2 (en) 1987-05-21

Family

ID=13573618

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7534779A Granted JPS56442A (en) 1979-06-14 1979-06-14 Outside angle frame structure of hip roof

Country Status (1)

Country Link
JP (1) JPS56442A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01161944U (en) * 1988-04-28 1989-11-10

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4860070A (en) * 1987-01-09 1989-08-22 Mitsubishi Denki Kabushiki Kaisha Semiconductor memory device comprising trench memory cells

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01161944U (en) * 1988-04-28 1989-11-10

Also Published As

Publication number Publication date
JPS56442A (en) 1981-01-06

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