JPS5816412B2 - Tightening fittings for wooden buildings - Google Patents

Tightening fittings for wooden buildings

Info

Publication number
JPS5816412B2
JPS5816412B2 JP11660678A JP11660678A JPS5816412B2 JP S5816412 B2 JPS5816412 B2 JP S5816412B2 JP 11660678 A JP11660678 A JP 11660678A JP 11660678 A JP11660678 A JP 11660678A JP S5816412 B2 JPS5816412 B2 JP S5816412B2
Authority
JP
Japan
Prior art keywords
hole
shaft rod
horizontal
piece
vertical
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
JP11660678A
Other languages
Japanese (ja)
Other versions
JPS5542970A (en
Inventor
岩本哲雄
山本勉
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.)
OKABE KK
YAMAMOTO KENCHIKU JIMUSHO KK
Original Assignee
OKABE KK
YAMAMOTO KENCHIKU JIMUSHO 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 OKABE KK, YAMAMOTO KENCHIKU JIMUSHO KK filed Critical OKABE KK
Priority to JP11660678A priority Critical patent/JPS5816412B2/en
Publication of JPS5542970A publication Critical patent/JPS5542970A/en
Publication of JPS5816412B2 publication Critical patent/JPS5816412B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、木造建築物における建築物構成部材の継ぎ手
に使用される金具、すなわち緊締金具に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a metal fitting, that is, a fastening metal fitting, used for joints of building structural members in a wooden building.

通常、構成される建築物にあっては、建築物の各材料の
強さ、および建築物に働らく外力や、石型との関係、換
言すれば建築構造によって建築物を構成する柱、はり、
壁、床などの部材には、それぞれに要求される各種条件
にもつとも適合した材料が選択されねばならないが、前
記構成部材を選択し、接合して、全体としての安全性を
確保することによって所要の目的に適合した建築物を構
成することができるのである。
Usually, in a building, the strength of each building material, the external forces acting on the building, and the relationship with the stone mold, in other words, the pillars and beams that make up the building, depend on the building structure. ,
Materials must be selected for walls, floors, and other members that meet the various conditions required for each component, but the required materials can be achieved by selecting and joining the constituent members and ensuring overall safety. It is possible to construct a building that is suitable for the purpose.

現在 木造建築物の主体の構造を作るための工事、すな
わち躯体工事は、基礎コンクリートを打ち終り、仮枠が
とれたら、基礎の上に防腐剤を塗った土台を置き、埋込
ボルトで締結し、その上に予め切り込まれた骨組材が組
み立てられる。
Currently, in the construction work to create the main structure of a wooden building, that is, the frame work, once the foundation concrete has been poured and the temporary frame has been removed, a base coated with a preservative is placed on top of the foundation and fastened with embedded bolts. , on which pre-cut framework members are assembled.

そして組み立てが終ると、はり、桁、柱、土台を締結し
、それらに筋違(すしかい)、火打(ひうち)、方杖(
はうづえ)などの補強材が取り付けられ、更に間柱(ま
ばしら)、睡(たるき)、屋根板、根太(ねだ)などの
構造材によって家屋の輪郭ができ上る。
Once the assembly is complete, the beams, girders, pillars, and foundations are fastened, and the beams, girders, pillars, and foundations are attached to them.
Reinforcing materials such as slats are attached, and structural materials such as studs, taruki, roof sheets, and joists complete the outline of the house.

この時、骨組材と補強材の継ぎ手に用いられる緊締金具
には、ジベル、クランプ、かすがい、釘。
At this time, the fastening fittings used to connect the frame materials and reinforcement materials include dowels, clamps, gags, and nails.

もぐねじ、板金物等があるが、これらのものにあっては
、場所等による取付の難易、強度の不安定等の欠点を有
していた。
There are screws, sheet metal parts, etc., but these have drawbacks such as difficulty in mounting depending on the location and unstable strength.

さらに、また建築生産は、木造、鉄筋構造を問わず、一
般に注文生産であるので、その用途、構造、規模等が同
じでも、施主の要求や、敷地環境などが異なるため、建
築物は一つ一つ違らたものになる。
Furthermore, since buildings are generally manufactured to order, regardless of whether they are made of wood or reinforced steel, even if the purpose, structure, size, etc. are the same, the requirements of the client and the site environment are different, so there is only one building. It becomes something different.

また一つの生産物としては、他の工業製品に比べて非常
に高価で材料の種類や量も圧倒的に多い等の性質を有す
るものである。
Furthermore, as a product, it is very expensive compared to other industrial products, and it requires an overwhelmingly large number of types and quantities of materials.

本発明は以上述べたような欠点を排除するとともに、省
力化省資源化を図ることによって、今迄の熟練作業員に
よる手工過程が、機械と半熟練竹業に置き替えられ、合
理的な建築主差と、今後ゴ想される労働力の不足、コス
トの上昇に対してなされたものである。
The present invention eliminates the above-mentioned drawbacks, and by saving labor and resources, the manual process of skilled workers up to now is replaced with machines and semi-skilled bamboo work, resulting in rational construction. This was done in response to major differences, labor shortages, and cost increases expected in the future.

以下、図面にもとづいて説明すると、第1〜2図に示す
ものは、従来例を示すものにして、紫紺金具1は、接合
される木材2,3の両端部に穿設された切り込み溝4,
4内に、あらかじめボルト5に座金片6,6及びナツト
7.1をゆるく螺合して入れ、然る後にナツトを強く螺
合締結するものであり、斯\る緊締金具を使用するもの
にあっては、切り込み溝の穿設に手間を要するのみなら
ず、前記ボルトに螺合したナツト7.7のうち一方例れ
かの緊締によって、座金片に折れ曲りが生じ、ために切
り込み溝の底部に当接して該金具が水平に置かれないの
で、接合される木材は軸線方向に水平とならず緊締強度
を弱くするおそれかあり、不安定である。
The following will be explained based on the drawings. What is shown in FIGS. 1 and 2 is a conventional example. ,
4, the washer pieces 6, 6 and the nut 7.1 are loosely screwed into the bolt 5 in advance, and then the nut is firmly screwed and tightened. In this case, not only is it time-consuming to drill the notched groove, but also the washer piece is bent due to the tightening of one of the nuts 7 and 7 screwed onto the bolt, which causes the notched groove to be bent. Since the metal fittings are not placed horizontally as they come into contact with the bottom, the wood to be joined will not be horizontal in the axial direction, which may weaken the tightening strength, resulting in instability.

そして、外力の作用する方向によっては切り込み溝内に
装填した緊締具1は溝外に逸脱する危険性と、切り込み
溝の穿設によって木材の断面欠損が大きく、従って木材
の強度も弱く、更に狭少な切り込み溝中に置かれたボル
トの両端に螺合されるナツトの締付は作業も困難である
Depending on the direction in which the external force is applied, there is a risk that the tightening tool 1 loaded in the cut groove may deviate from the groove, and the cross-sectional loss of the wood is large due to the drilling of the cut groove, so the strength of the wood is also weak, and the It is also difficult to tighten a nut that is screwed onto both ends of a bolt placed in a small groove.

次に、第3〜7図に示すものは、本発明に係るものであ
って、軸杆8の両端部に等間隔を置いて2つの同一方向
の貫通孔9,9′を穿設した扁平状の巾広部10.10
’を形成するとともに、該貫通孔9,9′の前後上端縁
は巾広部i o 、 i o’の扁平状の面IL11’
と若干傾斜面12、12’をなしてを゛る。
Next, the one shown in FIGS. 3 to 7 is a flat rod according to the present invention, in which two through holes 9 and 9' are bored in the same direction at equal intervals at both ends of the shaft rod 8. Wide part of shape 10.10
', and the front and rear upper end edges of the through holes 9, 9' meet the flat surface IL11' of the wide portions io and io'.
It forms slightly inclined surfaces 12, 12'.

このことは、楔片の傾斜面と、緊締具の貫通孔9.9′
の当接する孔縁とが強く摺接して楔片を破損することに
より生ずるいろいろの不都合な事態を防止する。
This means that the inclined surface of the wedge piece and the through hole 9.9' of the fastener
To prevent various inconvenient situations caused by the wedge piece being damaged due to strong sliding contact with the abutting hole edge.

そしてまた、前記軸杆8には、該軸杆8の長さのiの中
心より、左右いづれか一方寄に、前記貫通孔9,9′の
穿設方向と内一方向の係止片13が、軸杆8の半周を囲
繞して溶着されている。
Further, the shaft rod 8 has a locking piece 13 on either the left or right side from the center of the length i of the shaft rod 8, which extends in the direction in which the through holes 9, 9' are formed and in one direction. , and are welded to surround half the circumference of the shaft rod 8.

なお、軸杆8の長さ寸法、両端の相対向する貫通孔間の
中間寸法、或いは、貫通孔径、さらには軸杆8の中間点
例れか一方寄に浴着された係止片の取り付は位置等は、
建築構造の規模と、建築物を構成する部材によって適当
な寸法が所望されることは言うまでもない。
Note that the length dimension of the shaft rod 8, the intermediate dimension between the opposing through holes at both ends, or the diameter of the through hole, and the removal of the locking piece attached to one of the intermediate points of the shaft rod 8, etc. The attached position etc. is
It goes without saying that appropriate dimensions are desired depending on the scale of the building structure and the members that make up the building.

次に、このようにして形成された軸杆8よりなる緊締金
具Aにより縦柱14と、横柱15,16及び17間を夫
々、互いに緊締、接合する場合、第5図に示す如く、中
央の縦柱14の左右両側に位置する横柱15,16の両
端部に前記軸杆8の長さに等しい位置に、横柱15,1
6の上面より下面に向けて、後述する楔片及び座金片を
装填するに充分な深さ寸法を有する縦孔18,19を穿
設し、更に縦孔18.’19と、前記横柱14を横に貫
通する水平孔20を穿設する。
Next, when the vertical column 14 and the horizontal columns 15, 16, and 17 are to be tightened and joined to each other by the tightening fitting A made of the shaft rod 8 formed in this way, the center Horizontal columns 15, 1 are installed at positions equal to the length of the shaft rod 8 at both ends of the horizontal columns 15, 16 located on the left and right sides of the vertical column 14.
Vertical holes 18 and 19 having sufficient depth to load wedge pieces and washer pieces, which will be described later, are bored from the upper surface to the lower surface of the vertical holes 18. '19, and a horizontal hole 20 passing through the horizontal column 14 laterally.

そして、つぎに、縦柱14の上端に切り込まれた切り込
み溝21と、横柱15の端部に切り込まれた突起22と
を互いに嵌め込み、横柱15と、縦柱14とに穿設した
前記水平孔20内に、軸杆8の一方端を挿通させるが、
この時、軸杆8の中間の一方寄りに溶着して取り付けら
れた係止片13は、縦柱14の切り込み溝21と、横柱
15の突起22との当接する縦柱14の切削面23によ
って、係止片13以後の未挿通部分の軸杆8は挿通を阻
止される。
Next, the cut groove 21 cut into the upper end of the vertical column 14 and the protrusion 22 cut into the end of the horizontal column 15 are fitted into each other, and the horizontal column 15 and the vertical column 14 are bored. One end of the shaft rod 8 is inserted into the horizontal hole 20,
At this time, the locking piece 13 welded and attached to one side of the middle of the shaft rod 8 is attached to the cut surface 2 of the vertical column 14 where the cut groove 21 of the vertical column 14 and the protrusion 22 of the horizontal column 15 come into contact. As a result, the uninserted portion of the shaft rod 8 after the locking piece 13 is prevented from being inserted.

なお、この挿通を阻止された該軸杆8の両端に穿設され
たいづれか一方の貫通孔9,9′と横柱15の端部に穿
設された前記縦孔18とは同一位置に位置定めされる。
Note that one of the through holes 9, 9' drilled at both ends of the shaft rod 8 whose insertion is blocked and the vertical hole 18 bored at the end of the horizontal column 15 are located at the same position. determined.

このようにして、横柱15の突起22と、縦柱14の切
り込み溝21とを互いに嵌め込み、両柱間に穿設されて
いる水平孔20内に軸杆8を挿通させる時、軸杆8の中
間例れか一方寄りに偏して取付けられた係止片13(第
5図に示したものにあっては、横柱16の縦孔19寄り
に取り付けられている)は、縦柱14の切削面23によ
って、軸杆8のそれ以後の挿通を阻止して位置定めを行
うのである。
In this way, when the protrusion 22 of the horizontal column 15 and the cut groove 21 of the vertical column 14 are fitted into each other, and the shaft rod 8 is inserted into the horizontal hole 20 bored between the two columns, the shaft rod 8 The locking piece 13 (in the case shown in FIG. 5, it is attached closer to the vertical hole 19 of the horizontal column 16), which is attached to one side of the intermediate example, is attached to the vertical column 14. The cutting surface 23 prevents further insertion of the shaft rod 8 and determines its position.

つぎに第6〜7図に示す如く、縦柱14、横柱15の水
平孔20内を挿通した軸杆8の先端が、前記、横柱15
に穿設した縦孔18内に差しか\す、該縦孔18を横切
る時に、縦孔18内に予め手で持って挿入しである座金
片24の軸杆挿通孔25内を挿通させる。
Next, as shown in FIGS. 6 and 7, the tip of the shaft rod 8 inserted into the horizontal hole 20 of the vertical column 14 and the horizontal column 15 is inserted into the horizontal column 15.
When crossing the vertical hole 18, the washer piece 24, which has been inserted into the vertical hole 18 by hand, is passed through the rod insertion hole 25.

次に、縦孔18内において前記座金片24の軸杆挿通孔
25を挿通した軸杆8の貫通孔9′に楔片26を座金片
24に摺接させ乍ら打ち込むのである。
Next, the wedge piece 26 is driven into the through hole 9' of the shaft rod 8 through which the rod insertion hole 25 of the washer piece 24 is inserted in the vertical hole 18 while making sliding contact with the washer piece 24.

この時、座金片24を摺接しながら打ち込まれる楔片2
6の当接縁は頂部に直角を有する一辺側であり、打ち込
まれる楔片の先端は、前記座金片24に穿設された軸杆
挿通孔25の孔縁と接触することなくスムーズに摺接す
る様、予め緩やかな傾斜Rをなして切削されている。
At this time, the wedge piece 2 is driven in while slidingly contacting the washer piece 24.
The contact edge of 6 is one side having a right angle to the top, and the tip of the wedge piece to be driven smoothly slides into contact with the hole edge of the shaft rod insertion hole 25 bored in the washer piece 24 without contacting it. It has been cut in advance with a gentle slope R.

尚、楔片の上部には、目的貫通孔に楔片を打込んだ時に
、接合柱の均一なバランスをとるため、抜き取る必要が
生じた時に楔片を引っ掛ける工具の引っ掛は孔26′が
穿設されている。
In addition, there is a hole 26' on the top of the wedge piece, so that when the wedge piece is driven into the target through-hole, the tool that hooks the wedge piece when it needs to be pulled out can be used to maintain a uniform balance of the joint column. It is perforated.

こうして、軸杆8の長さ寸法の約半分による挿通部分に
よって、横柱15と、縦柱14との緊締、接合を終え、
次に、未挿通部分として縦柱14の水平孔20より突出
している軸杆8の残り半分を、他の横柱16に穿設され
た水平孔20に挿通し、縦孔19部分で、前記縦孔18
の時と同様に、座金片24の軸杆挿通孔25に軸杆8を
挿通させ、然る後横片26を軸杆8の貫通孔9′に打ち
込み、横柱15、縦柱14、横柱16の三つの柱は一体
となって横方向に連通して緊締、接合される。
In this way, the horizontal column 15 and the vertical column 14 are tightened and connected by the insertion portion of about half the length of the shaft rod 8,
Next, the remaining half of the shaft rod 8 that protrudes from the horizontal hole 20 of the vertical column 14 as the uninserted portion is inserted into the horizontal hole 20 bored in another horizontal column 16, and the vertical hole 19 portion is inserted into the Vertical hole 18
In the same way as in the case of , the shaft rod 8 is inserted into the shaft rod insertion hole 25 of the washer piece 24, and then the horizontal piece 26 is driven into the through hole 9' of the shaft rod 8. The three pillars of the pillar 16 are integrally connected in the lateral direction, and are tightened and joined together.

なお、座金片24は軸杆8を、軸杆挿通孔25に挿通し
て縦孔18,19内に在る時は、楔片26を打ち込んだ
後、縦孔外に露出している部分は、孔内の楔片を覆うよ
うにして折曲し、外力の作用或いは永年の使用によって
、該楔片が縦孔外に抜は出たり、浮き上りによって、楔
片と接合木材或いは、接合木材同志のガタ付を防止する
ものである。
Note that when the washer piece 24 is inside the vertical holes 18 and 19 by inserting the shaft rod 8 into the shaft rod insertion hole 25, the portion exposed outside the vertical hole after driving the wedge piece 26 is The wedge piece is bent to cover the wedge piece in the hole, and due to the action of external force or long-term use, the wedge piece may be pulled out of the vertical hole or lifted up, causing the wedge piece to join the wood or join the wood. This prevents the comrades from rattling.

ために、楔片26は、該縦孔18,19を閉塞するに足
る長さ寸法をもって予め製作されている0 次に第8〜22図に示すものは、本発明の他の実施例を
示すものにして、この型のものは、前記のものが三つの
柱を貫通して緊締、接合するものであったが、第8〜1
2図に示すものは同一方向の2つの横柱27,28を連
接して緊締、接合する場合に使用されるものである。
Therefore, the wedge piece 26 is manufactured in advance with a length dimension sufficient to close the vertical holes 18 and 19. Next, FIGS. 8 to 22 show other embodiments of the present invention. This type of model was one that penetrated and tightened and joined three pillars, but the 8th to 1st pillars were tightened and joined.
The one shown in Figure 2 is used when connecting, tightening, and joining two horizontal columns 27 and 28 in the same direction.

すなわち、この型式のものにあっては、前記のものと同
様に、横柱27,2Bの両端部付近に、上面より下面に
向けて楔片と座金片を装填するに充分な深さ寸法を有す
る縦孔29,30を穿設し1、両縦孔29,30°簡を
連通ずる水平孔31を穿設したものであり、該水平孔3
1内を挿通ずる軸杆32は、前記のものが中間の一方例
れか寄りに係止片13が取り付けられていたが、この場
合に使用される軸杆32は、その必要がないので係止片
は取り付けられていない。
That is, in this type, similar to the above-mentioned one, there is a sufficient depth dimension near both ends of the horizontal columns 27, 2B to load the wedge piece and the washer piece from the upper surface to the lower surface. 1, and a horizontal hole 31 that communicates both vertical holes 29 and 30° is bored, and the horizontal hole 3
The shaft rod 32 that passes through the inside of the rod 1 has a locking piece 13 attached to one side of the middle, but the shaft rod 32 used in this case does not need to have a locking piece 13. The stopper is not attached.

然し、軸杆32を水平孔31内に挿通した後に、縦孔2
9,30内に用いられる座金片、楔片等は同一のものが
用いられ工程も又、同じである。
However, after inserting the shaft rod 32 into the horizontal hole 31, the vertical hole 2
The washer pieces, wedge pieces, etc. used in 9 and 30 are the same, and the steps are also the same.

次に第13〜22図に示したものは先に第5図に示した
縦柱14と、一端のみをもって該縦柱14と連接して緊
締、接合する横柱11との接合時(第15図参照)、或
いは成る角度をもって連接される2本の柱間に補強する
前記、火打(ひうち)、(第18′図参照)箇所等に使
用される本発明による軸杆の他の実施例を示すものであ
る。
Next, what is shown in FIGS. 13 to 22 is when the vertical column 14 shown in FIG. Another embodiment of the shaft rod according to the present invention is used in the above-mentioned flint (see Figure 18') where reinforcement is made between two pillars connected at an angle. It shows.

すなわち、軸杆32は前記第3図、第9図の2つのもの
が、何れも軸杆の両端に等間隔を置いて2つの貫通孔を
穿設したものであるのに比して、一方端にのみ等間隔を
置いて穿設した貫通孔33゜34を有し、他端は該軸杆
32の径より大きい鍔35を形成しているものである。
That is, compared to the two shaft rods shown in FIGS. 3 and 9, which have two through holes equally spaced at both ends of the shaft rod, one It has through holes 33 and 34 drilled at equal intervals only at one end, and a collar 35 larger than the diameter of the shaft rod 32 is formed at the other end.

今、軸杆32を第5図に示した横柱17と縦柱14間と
を緊締、接合するに当っては、両柱14゜11間に連通
ずる水平孔36を穿設するとともに、横柱17の端部付
近に上面より下面に向けて楔片及び座金片を装填するに
充分な深さ寸法を有する縦孔37を穿設する。
Now, in order to tighten and connect the shaft rod 32 between the horizontal column 17 and the vertical column 14 shown in FIG. A vertical hole 37 having a depth sufficient for loading a wedge piece and a washer piece is bored near the end of the column 17 from the upper surface to the lower surface.

次に貫通孔33.34を先端にして軸杆32を水平孔3
6内に挿通する時は、予め水平孔36・の穿設寸法に応
じて製作された軸杆32の他端に形成された鍔35は縦
柱14の面に当接、係止される0 この時、軸杆32の貫通孔33或いは34の何れかは、
横柱17の縦孔37と同一位置にあるので、縦孔37内
に在る座金片に穿設した軸杆挿通孔に軸杆を挿通し、楔
片を打ち込み、縦孔37外に露出した座金片の頭部を折
曲し、縦孔37を閉塞するのである。
Next, attach the shaft rod 32 to the horizontal hole 3 with the through holes 33 and 34 at the tips.
6, the flange 35 formed on the other end of the shaft rod 32, which is manufactured in advance according to the drilling dimensions of the horizontal hole 36, abuts and is locked against the surface of the vertical column 14. At this time, either the through hole 33 or 34 of the shaft rod 32 is
Since it is located at the same position as the vertical hole 37 of the horizontal column 17, insert the shaft rod into the shaft rod insertion hole drilled in the washer piece located inside the vertical hole 37, and drive the wedge piece into the hole exposed outside the vertical hole 37. The head of the washer piece is bent to close the vertical hole 37.

このことは前述の第6図に示したものと同様の座金片と
楔片の作用効果を奏するのである。
This produces the same effect of the washer piece and wedge piece as shown in FIG. 6 above.

この様に第5図に示したものは、縦柱と横柱との接合、
緊締の場合を示したが、第15〜17図に示したものは
、互いに方向を異にして接合、緊締すも2つの横柱の場
合を示すものであり、横柱38の一側面に他の横柱39
の裁目端面と等しい嵌合切り込み溝40と、前記、横柱
39の端部に上面より下面に向けて楔片と座金片を装填
するに充分な深さ寸法を有する縦孔41と、該縦孔41
に連通ずる水平孔42.42’を横柱38,39に穿設
してなるものである。
In this way, what is shown in Figure 5 is the connection between the vertical column and the horizontal column,
Although the case of tightening is shown, the ones shown in FIGS. 15 to 17 show the case of two horizontal columns joined and tightened in different directions. horizontal pillar 39
a vertical hole 41 having a depth dimension sufficient to load the wedge piece and the washer piece from the upper surface to the lower surface at the end of the horizontal column 39; Vertical hole 41
Horizontal holes 42 and 42' communicating with the horizontal columns 38 and 39 are formed in the horizontal columns 38 and 39.

このものにおいては、横柱38の嵌合切り込み溝40に
、横柱39の裁目端部を嵌合し、前記横柱38の外側面
より切り込み溝40内に向けて穿設した水平孔42へ軸
杆32の貫通孔33.34を先端として、横柱39と連
通する水平孔42′を介して、縦孔41に向けて挿通さ
せ、該軸杆32の先端が、縦孔41を通過する時に、あ
らかじめ手に持って縦孔内に入れである座金片24の軸
杆挿通孔25を挿通させ、鍔35が横柱38の側面と当
接して、係止された状態において、縦孔41内に位置す
る軸杆32の貫通孔33或いは34内に楔片26を打ち
込み、ついで縦孔41外に露出している座金片24の頭
部を折曲する。
In this device, the cut end of the horizontal post 39 is fitted into the fitting cut groove 40 of the horizontal post 38, and a horizontal hole 42 is bored from the outer surface of the horizontal post 38 toward the inside of the cut groove 40. The tip of the shaft rod 32 is inserted into the vertical hole 41 through the horizontal hole 42' that communicates with the horizontal column 39, and the tip of the shaft rod 32 passes through the vertical hole 41. When doing so, insert the washer piece 24 into the vertical hole in advance through the shaft rod insertion hole 25, and when the collar 35 is in contact with the side surface of the horizontal column 38 and locked, The wedge piece 26 is driven into the through hole 33 or 34 of the shaft rod 32 located inside the vertical hole 41, and then the head of the washer piece 24 exposed outside the vertical hole 41 is bent.

かくして互いに方向を異にする2つの横柱38,39を
接合、緊締される。
In this way, the two horizontal columns 38 and 39, which are oriented in different directions, are joined and tightened.

つぎに第18〜22図に示した火打ち部については、さ
きの第13図に示したものと同様の軸杆32が用いられ
る。
Next, for the flint parts shown in FIGS. 18 to 22, a shaft rod 32 similar to that shown in FIG. 13 is used.

第18図に示す如く、互いに方向を異にして接合される
2つの柱43.44の挟角内に補強材45の両端部に切
り込み溝46゜41を形成し、一方、前記2つの柱43
,44には補強材45の両端截口部と嵌合する切り込み
溝48.49が夫々設けられている。
As shown in FIG. 18, cut grooves 46° 41 are formed at both ends of the reinforcing material 45 within the included angles of the two pillars 43 and 44 that are joined in different directions.
, 44 are provided with cut grooves 48 and 49, respectively, which fit into the cut-out portions at both ends of the reinforcing member 45.

そして、切り込み溝46.47には、前記2つの柱43
.44とを連通して穿設された水平孔5051が形成さ
れている。
The cut grooves 46 and 47 are provided with the two pillars 43.
.. A horizontal hole 5051 is formed in communication with 44.

今、軸杆32の貫通孔(が切り込み溝46或いは、47
内に突出させる時は、他端の鍔35は柱43或いは、4
4の外側面と当接し、係止するので、切り込み溝46,
4γ内に突出した軸杆32に座金片24を挿通し、然る
後、軸杆32の貫通孔34或いは33内に楔片26を打
ち込み、第22図に示せる如く、座金片の頭部を折曲げ
るものである。
Now, the through hole of the shaft rod 32 (the cut groove 46 or 47
When protruding inward, the tsuba 35 at the other end is attached to the pillar 43 or 4.
Since it abuts and locks with the outer surface of 4, the cut groove 46,
Insert the washer piece 24 into the shaft rod 32 protruding into the inside of the shaft rod 32, then drive the wedge piece 26 into the through hole 34 or 33 of the shaft rod 32, and press the head of the washer piece as shown in FIG. It is something that can be bent.

なお、本実施例にあっては他端を鍔状に形成したものを
示したが他端を折曲若しくは、ピン孔を穿孔し、該ピン
孔にピンを挿入することによって、軸杆の抜去防止を図
っても鍔と同様の作用効果を奏しうろことは勿論であり
、なんら鍔に限定されるものではない。
In this example, the other end is formed into a brim shape, but the shaft rod can be removed by bending the other end or drilling a pin hole and inserting the pin into the pin hole. It goes without saying that even if prevention is attempted, it will have the same effect as a tsuba, and is not limited to a tsuba in any way.

。また、座金片に穿設された軸杆挿通孔25の径は、軸
杆の端部に形成された貫通孔を穿設した扁平状の巾広部
10の外径とあまり差のない方が両者間に遊びが少なく
、所謂ガタ付きが生ぜず、従つて楔片の有効な係止がな
され強い緊締効果を奏し得る。
. Further, the diameter of the shaft rod insertion hole 25 formed in the washer piece should not be much different from the outer diameter of the flat wide part 10 formed at the end of the shaft rod, in which the through hole is bored. There is little play between the two, so that so-called rattling does not occur, and therefore the wedge pieces are effectively locked and a strong tightening effect can be achieved.

なお、軸杆の両端或いは一端に等間隔を置いて楔片の貫
通孔を2つ穿設することによって、例えば該当木材に等
距離寸法の縦孔穿設を若し間違って穿設した場合、2つ
何れかの孔を使用できる事によって、再度の縦孔穿設を
要しないという配慮によってなされたものである。
In addition, by drilling two through holes of wedge pieces at equal intervals on both ends or one end of the shaft rod, for example, if vertical holes of equal distance dimensions are drilled in the relevant wood by mistake, This was done with the consideration that by being able to use either of the two holes, there would be no need to drill vertical holes again.

以上述べた如く、本発明によれば、従来性われてきた骨
組材と骨組材、或いは骨組材と補強材との接合、緊締に
おいて緊締部材を埋め込む切り込み溝の穿設は必要なく
、更に本発明においては、従来例のような緊締金具、例
えばナツトの締め付は回動に要する大きい口径の孔、或
いは溝等を穿設するので穿設作業の繁雑化と、木材の強
度が非常に弱いという欠点に比して、接合する木材に座
金片と楔片を打ち込むだけの小さいスペースの縦孔を穿
設するので、穿設作業の簡易と、迅速化を得られるのみ
ならず、木材の強度も前者に比して非常に大きいという
利点をも有する優秀性と、作業員も熟練者を必ずしも必
要とせず、躯体工事は従来例に比して約5〜7倍という
驚異的な時間短縮と相俟って省力化と省資源化が期待で
きる幾多の利点を有するものである。
As described above, according to the present invention, there is no need to drill a cut groove for embedding a tightening member in the conventional joining and tightening of frame members and frame members or frame members and reinforcing members. When tightening conventional fastening fittings, such as nuts, a hole or groove with a large diameter is required for rotation, which makes the drilling work complicated and the strength of the wood is very weak. Compared to the drawbacks, since the vertical hole is drilled in a small space that only requires driving the washer piece and wedge piece into the wood to be joined, it not only simplifies and speeds up the drilling work, but also increases the strength of the wood. It is superior in that it has the advantage of being much larger than the former, and it does not necessarily require skilled workers, and the time required for frame construction is reduced by approximately 5 to 7 times compared to conventional methods. Overall, it has many advantages that can be expected to save labor and resources.

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

第1〜2図は従来の木造建築物施工に用いられた緊締金
具を示し、第1図は斜視図、第2図は平面図、第3〜7
図は本発明による木造建築物の緊締金具を示し、第3図
は平面図、第4図はその側面図、第5図は使用状態を示
す斜視図、第6図は、横柱の縦孔と、同一位置に位置定
めされた緊締金具の貫通孔に、楔片と、座金片を装填し
た時の側断面図、第7図は座金片の正面図、第8図〜2
3図は本発明による他の実施例を示す説明図で、第8図
は2つの横柱の両端部に水平孔と、縦孔とを穿設して、
接合した場合の斜視図、第9図は緊締金具の平面図、第
10図はその側面図、第11〜12図は互いの両端部に
、水平孔と、縦孔とを穿設した接合木材の斜視図、第1
3図は一端に鍔部を形成した緊締金具の平面図、第14
図はその側面図、第15図、16図は横方向に接合され
る木材の斜視図、第17図はその使用状態を示す斜視図
、第18〜23図は補強材を用いる火打ち部の説明図で
、第18図は火打(ひうち)箇所における補強材に水平
孔と切り込み溝を穿設した斜視図、第19図は補強材の
斜視図、第20図は第19図に示した補強材の嵌合切り
込み溝を示す斜視図、第21図は第19図に示した補強
材を装填する前の状態斜視図、第22図は補強材を装填
した時の接合、緊締を示す拡大斜視図、第23図は火打
ち部に補強材を装填し、接合、緊締した時の状態を示す
斜視図である。 8.32・・・・・・軸杆、9,9’、33,34・・
・・・・貫通孔、10,10’・・・・・・扁平状の巾
広部、IL11’・・・・・・扁平状の面、12,12
’・・・・・・傾斜面、13・・・・・・係止片、14
・・・・・・縦柱、15,16,17,27゜28.3
8,39・・・・・・横柱、’18,19,30゜37
.41・・・・・・縦孔、20.31.36,42゜4
2’、50.51・・・・・・水平孔、2L40,46
゜47.48.49・・・・・・切り込み溝、22・・
・・・・突起、23.23’・・・・・・切削面、24
・・・・・・座金片、25・・・・・・軸杆挿通孔、2
6・・・・・・楔片、26′・・・・・・引抜孔、35
・・・・・・鍔、43,44・・・・・・柱、45・・
・・・・補強材。
Figures 1 and 2 show fastening fittings used in the construction of conventional wooden buildings, with Figure 1 being a perspective view, Figure 2 being a plan view, and Figures 3 to 7.
The figures show a fastening fitting for wooden buildings according to the present invention, Fig. 3 is a plan view, Fig. 4 is a side view thereof, Fig. 5 is a perspective view showing the state of use, and Fig. 6 is a vertical hole in a horizontal column. FIG. 7 is a front view of the washer, and FIGS.
FIG. 3 is an explanatory diagram showing another embodiment according to the present invention, and FIG. 8 shows a horizontal hole and a vertical hole bored at both ends of two horizontal columns.
FIG. 9 is a plan view of the fastening fitting, FIG. 10 is a side view thereof, and FIGS. 11 and 12 are jointed timbers with horizontal holes and vertical holes drilled at both ends. Perspective view of 1st
Figure 3 is a plan view of a fastening fitting with a flange formed at one end;
The figure is a side view, Figures 15 and 16 are perspective views of the timbers joined laterally, Figure 17 is a perspective view showing how it is used, and Figures 18 to 23 are explanations of the flint part using reinforcing material. In the figures, Fig. 18 is a perspective view of the reinforcing material at the flint point with horizontal holes and cut grooves, Fig. 19 is a perspective view of the reinforcing material, and Fig. 20 is the reinforcing material shown in Fig. 19. Fig. 21 is a perspective view of the state before loading the reinforcing material shown in Fig. 19, and Fig. 22 is an enlarged perspective view showing the joining and tightening when the reinforcing material is loaded. , and FIG. 23 is a perspective view showing the state when the reinforcing material is loaded into the flint part, joined and tightened. 8.32... Axis rod, 9, 9', 33, 34...
...Through hole, 10, 10'... Flat wide part, IL11'... Flat surface, 12, 12
'... Slanted surface, 13... Locking piece, 14
・・・・・・Vertical column, 15, 16, 17, 27° 28.3
8,39...Horizontal pillar, '18,19,30°37
.. 41...Vertical hole, 20.31.36,42゜4
2', 50.51...Horizontal hole, 2L40,46
゜47.48.49... Cut groove, 22...
・・・Protrusion, 23.23'・・・Cutting surface, 24
...Washer piece, 25...Shaft rod insertion hole, 2
6... Wedge piece, 26'... Pull-out hole, 35
...Tsuba, 43,44...Pillar, 45...
...Reinforcement material.

Claims (1)

【特許請求の範囲】 1 軸杆に貫通孔を穿設するとともに、前記軸杆を挿通
する座金片さ、該座金片と摺接して、前記貫通孔に楔片
を打ち込むことを特徴とした木造建築物の緊締金具。 2 軸杆の両端部に扁平状の中広部を設け、該巾広部に
上端縁を傾斜面とした貫通孔を穿設した特許請求の範囲
第1項記載の緊締金具。 3 軸杆の両端部に扁平状の巾広部を設け、該巾広部に
上端縁を傾斜面とした貫通孔を穿設するとともに、該軸
杆の長さの中心より何れか一方寄りに、前記貫通孔の穿
設方向と同一方向の係止片を。 取り付けた特許請求の範囲第1項記載の緊締金具。 4 軸杆の一端部に扁平状の巾広部を設け、該巾広部に
上端縁を傾斜面とした貫通孔を穿設し、他端部は、前記
軸杆の径より大きい径を有する鍔を設けた特許請求の範
囲第1項記載の緊締金具。 。
[Scope of Claims] 1. A wooden structure, characterized in that a through hole is bored in the shaft rod, a washer piece is inserted through the shaft rod, and a wedge piece is driven into the through hole in sliding contact with the washer piece. Building fasteners. 2. The fastening fitting according to claim 1, wherein a flat, medium wide part is provided at both ends of the shaft rod, and a through hole with an inclined upper edge is bored in the wide part. 3 A flat wide part is provided at both ends of the shaft rod, a through hole with an inclined upper edge is bored in the wide part, and a hole is formed at either end of the shaft from the center of the length of the shaft. , a locking piece in the same direction as the drilling direction of the through hole. The attached fastening metal fitting according to claim 1. 4. A flat wide part is provided at one end of the shaft rod, a through hole whose upper edge is an inclined surface is bored in the wide part, and the other end has a diameter larger than the diameter of the shaft rod. The fastening fitting according to claim 1, which is provided with a flange. .
JP11660678A 1978-09-25 1978-09-25 Tightening fittings for wooden buildings Expired JPS5816412B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11660678A JPS5816412B2 (en) 1978-09-25 1978-09-25 Tightening fittings for wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11660678A JPS5816412B2 (en) 1978-09-25 1978-09-25 Tightening fittings for wooden buildings

Publications (2)

Publication Number Publication Date
JPS5542970A JPS5542970A (en) 1980-03-26
JPS5816412B2 true JPS5816412B2 (en) 1983-03-31

Family

ID=14691318

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11660678A Expired JPS5816412B2 (en) 1978-09-25 1978-09-25 Tightening fittings for wooden buildings

Country Status (1)

Country Link
JP (1) JPS5816412B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5958751B2 (en) * 2012-07-23 2016-08-02 清水建設株式会社 Wood beam
JP7263670B2 (en) * 2017-07-25 2023-04-25 株式会社竹中工務店 Joint structure of wooden wall member, wooden wall member, and construction method of wooden member

Also Published As

Publication number Publication date
JPS5542970A (en) 1980-03-26

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