JPS6354848B2 - - Google Patents

Info

Publication number
JPS6354848B2
JPS6354848B2 JP55069143A JP6914380A JPS6354848B2 JP S6354848 B2 JPS6354848 B2 JP S6354848B2 JP 55069143 A JP55069143 A JP 55069143A JP 6914380 A JP6914380 A JP 6914380A JP S6354848 B2 JPS6354848 B2 JP S6354848B2
Authority
JP
Japan
Prior art keywords
plate
bolt
frame members
board
female
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
JP55069143A
Other languages
Japanese (ja)
Other versions
JPS56167040A (en
Inventor
Shigeharu Kuroda
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP6914380A priority Critical patent/JPS56167040A/en
Publication of JPS56167040A publication Critical patent/JPS56167040A/en
Publication of JPS6354848B2 publication Critical patent/JPS6354848B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 本発明は建造物の梁、支柱などの骨格を形成す
る骨組部材を接続するために使用する骨組部材の
継ぎ板の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to improvements in joint plates for frame members used to connect frame members forming the skeleton of buildings, such as beams and columns.

現在一般に骨組部材を接続するために使用され
ている継ぎ板は、1対の骨組部材の各接続部に設
けたボルト挿通孔に対応するように貫通孔が穿設
された両側1対の基板により構成される。従つて
建築現場においては、相衝合状態に配した1対の
骨組部材に両側から各基板を当てがい、前記貫通
孔をボルト挿通孔に一致させた後、別途用意した
ボルトを両孔に貫挿し、これをナツトで締付ける
ことにより、骨組部材を接続している。
The joint plate currently generally used to connect frame members is made up of a pair of substrates on both sides with through holes drilled to correspond to the bolt insertion holes provided at each connection part of a pair of frame members. configured. Therefore, at a construction site, each board is applied from both sides to a pair of frame members placed in opposition to each other, and after aligning the through holes with the bolt insertion holes, separately prepared bolts are inserted into both holes. The frame members are connected by inserting them and tightening them with nuts.

ところが上記従来の作業では、ボルトが基板に
固定されていないので、ナツト締付時にボルトが
共回りして締付作業を円滑にすすめることができ
ず、非能率であるという問題がある。この問題の
一解決策としては、角根付ボルトを使用すると共
に基板に角孔を穿設した継ぎ板が考えられるが、
ボルトそのもののコストアツプ及び基板の加工費
の高騰を招くという問題がある。しかも上記ボル
ト及び基板を使用しても、作業者は締付作業時に
一方の手でボルト頭部を押えてボルトの共回りを
防ぎつつ、他方の手でスパナなどの工具を操作し
なければならないため、作業の能率を高めること
が困難であるという欠点が残る。
However, in the conventional work described above, since the bolts are not fixed to the board, the bolts rotate together when tightening the nuts, making it impossible to proceed with the tightening work smoothly, resulting in inefficiency. One possible solution to this problem is to use square bolts and a joint plate with square holes drilled in the board.
There is a problem in that the cost of the bolt itself increases and the processing cost of the board increases. Moreover, even when using the bolt and board described above, the operator must hold the bolt head with one hand to prevent the bolts from rotating together during tightening work, while operating a tool such as a spanner with the other hand. Therefore, the drawback remains that it is difficult to increase work efficiency.

又従来例の当初の問題の別の解決策として、ボ
ルトとナツト間の共回りを阻止するための特殊な
締結工具を使用することも考えられるが、一般の
スパナ、ボツクスレンチに比較して重量が大とな
つて作業者の疲労の増大を招くと共に操作の円滑
性に劣り、作業の能率を高めることが困難である
という欠点がある。
Another solution to the original problem of the conventional example is to use a special fastening tool to prevent the bolt and nut from rotating together; There are disadvantages in that this increases the fatigue of the worker, and the smoothness of operation is poor, making it difficult to improve work efficiency.

前記骨組部材の接続作業は高所で行なわれ、し
かも一建造物において使用される基板、ボルト、
ナツトの数量は莫大なものとなることを考慮する
と、上記従来例の欠点は看過することができず、
これら欠点を是正することにより当業界にもたら
される利益は決して少なくない。
The connection work of the frame members is carried out at a high place, and moreover, the work of connecting the frame members is carried out at a high place, and moreover,
Considering that the quantity of nuts is enormous, the drawbacks of the above conventional example cannot be overlooked.
Correcting these deficiencies would bring considerable benefits to the industry.

本発明は上記従来例の欠点を是正することを目
的とし、1対の骨組部材1a,1bの各接続部2
a,2bに対し、この接続部2a,2bに設けた
ボルト挿通孔3に対応するように配したボルト4
が基板に突設され接続部2a,2bの一側に当て
がわれる雄板5と、前記ボルト4に対応する円孔
20が基板に設けられ接続部2a,2bの他側に
当てがわれる雌板14とを1組にして備えたこと
を特徴とする。
The present invention aims to rectify the drawbacks of the above-mentioned conventional example, and aims at correcting the above-mentioned drawbacks of the conventional example.
a, 2b, bolts 4 arranged so as to correspond to the bolt insertion holes 3 provided in the connecting parts 2a, 2b.
A male plate 5 is provided protruding from the board and is applied to one side of the connection parts 2a, 2b, and a female plate is provided with a circular hole 20 corresponding to the bolt 4 in the board and applied to the other side of the connection parts 2a, 2b. It is characterized in that it is provided as one set with the plate 14.

以下本発明を図面に示す実施例に基き具体的に
説明する。
The present invention will be specifically described below based on embodiments shown in the drawings.

第1図乃至第4図に示す実施例は、本発明の継
ぎ板を3組用いてH型鋼を素材として成る1対の
骨組部材1a,1bを接続するものである。本実
施例では1対の骨組部材1a,1bの各接続部2
a,2bにおいて、一側垂直部11a,11bに
外側から当てがわれる雄板5と内側から当てがわ
れる上部雌板14a及び下部雌板14bとを1組
とする継ぎ板、他側垂直部16a,16bに外側
から当てがわれる雄板5と内側から当てがわれる
上部雌板14a及び下部雌板14bとを1組とす
る継ぎ板、中央水平部17a,17bに下側から
当てがわれる雄板5と上側から当てがわれる雌板
14cとを1組とする継ぎ板を夫々用いている。
The embodiment shown in FIGS. 1 to 4 uses three sets of connecting plates of the present invention to connect a pair of frame members 1a and 1b made of H-shaped steel. In this embodiment, each connection portion 2 of a pair of frame members 1a, 1b
In a and 2b, a joint plate consisting of a male plate 5 applied from the outside to the vertical parts 11a and 11b on one side, and an upper female plate 14a and a lower female plate 14b applied from the inside, and a vertical part 16a on the other side , 16b from the outside, and an upper female plate 14a and a lower female plate 14b applied from the inside as a pair, and a male plate applied from below to the central horizontal portions 17a and 17b. 5 and a female plate 14c applied from above are used as a pair.

各組において、雄板5は、基板の所定箇所に円
孔7を穿設し、これら円孔7に丸頭ボルト4を挿
通して、その軸部8が基板の一面6より突出する
ようにすると共に、各ボルト頭9をスポツト溶接
10により前記基板に固定して成る(第4図)。
又雄板5は骨組部材1a,1bの両接続部2a,
2bに亘る長さを有し、各ボルト4は前記両接続
部2a,2bのボルト挿通孔3に対応する位置に
配設されている。一方、雌板14a,14b,1
4cには、前記ボルト4に対応する円孔20を穿
設している。
In each set, the male plate 5 has circular holes 7 formed at predetermined locations on the board, and round head bolts 4 are inserted into these circular holes 7 so that the shaft portions 8 protrude from one surface 6 of the board. At the same time, each bolt head 9 is fixed to the substrate by spot welding 10 (FIG. 4).
The male plate 5 also connects both the connecting parts 2a and 1b of the frame members 1a and 1b.
2b, and each bolt 4 is disposed at a position corresponding to the bolt insertion hole 3 of both the connecting portions 2a, 2b. On the other hand, the female plates 14a, 14b, 1
A circular hole 20 corresponding to the bolt 4 is bored in the hole 4c.

次に本発明の継ぎ板を用いた骨組部材1a,1
bの接続方法の1例を説明する。先ず相衝合状態
に配した1対の骨組部材1a,1bの一側垂直部
11a,11bの外面12a,12bに雄板5を
配し、その内面6に突設したボルト4を両骨組部
材1a,1bボルト挿通孔3の一挙に挿通してそ
の基板を骨組部材1a,1bの前記外面12a,
12bに当接させる。次いで前記垂直部11a,
11bの内面13a,13bに突出するボルト軸
部8に上下の雌板14a,14bの円孔20を遊
挿せしめて、これら雌板14a,14bを前記内
面13a,13bに当てがつた後、前記ボルト4
の先端にナツト15を螺合せしめて、これらをボ
ツクスレンチ等の工具で締付ける。同様に両骨組
部材1a,1bの他側垂直部16a,16bにお
いて、雄板5と上下雌板14a,14b及びナツ
ト15により両骨組部材1a,1bを接続し、更
に両骨組部材1a,1bの中央水平部17a,1
7bにおいても、その下面18a,18bに配し
た雄板5、上面19a,19bに配した雌板14
c及びナツト15により両骨組部材1a,1bを
接続する。この結果両骨組部材1a,1bは3箇
所において強固に接続される。
Next, frame members 1a, 1 using the joint plates of the present invention
An example of the connection method b will be explained. First, the male plates 5 are arranged on the outer surfaces 12a, 12b of the vertical portions 11a, 11b on one side of the pair of frame members 1a, 1b, which are arranged in opposition to each other, and the bolts 4 protruding from the inner surfaces 6 are attached to both frame members. 1a, 1b are inserted into the bolt insertion holes 3 all at once, and the board is inserted into the outer surfaces 12a,
12b. Next, the vertical portion 11a,
After loosely inserting the circular holes 20 of the upper and lower female plates 14a, 14b into the bolt shaft parts 8 protruding from the inner surfaces 13a, 13b of the bolt 11b, and applying these female plates 14a, 14b to the inner surfaces 13a, 13b, 4
Screw the nut 15 onto the tip of the screw, and tighten these with a tool such as a box wrench. Similarly, both frame members 1a, 1b are connected by the male plate 5, upper and lower female plates 14a, 14b, and nut 15 at the other side vertical portions 16a, 16b of both frame members 1a, 1b. Central horizontal part 17a, 1
7b, the male plate 5 is placed on the lower surface 18a, 18b, and the female plate 14 is placed on the upper surface 19a, 19b.
c and nuts 15 connect both frame members 1a and 1b. As a result, both frame members 1a and 1b are firmly connected at three locations.

第5図は骨組部材1a,1bとして平鋼を使用
した実施例を、第6図は骨組部材1a,1bとし
て山形鋼を使用して実施例を示している。これら
に使用される雄板5と雌板14dとを1組にした
継ぎ板、及び1対の雄板5,5と雌板14eとを
1組にした継ぎ板はいずれも上記実施例のものと
基本的に同一に構成される。又第5図における雄
板5、雌板14dの基板は略同様の大きさに形成
され、第6図における雌板14eの基板は山形を
呈している。
FIG. 5 shows an embodiment in which flat steel is used as the frame members 1a and 1b, and FIG. 6 shows an embodiment in which angle iron is used as the frame members 1a and 1b. The joint plates used for these, which are a pair of male plates 5 and female plates 14d, and the joint plates, which are a pair of male plates 5, 5 and female plates 14e, are both those of the above embodiments. It is basically configured the same as . The substrates of the male plate 5 and the female plate 14d in FIG. 5 are formed to have substantially the same size, and the substrate of the female plate 14e in FIG. 6 has a chevron shape.

尚、上記各実施例においては、ボルト4とナツ
ト15との締結に際してワツシヤを使用すること
も無論可能である。
In each of the embodiments described above, it is of course possible to use a washer when fastening the bolt 4 and nut 15.

本発明の上述の如く、基板の骨組部材のボルト
挿通孔に対応する位置に予めボルトを突設固定し
た雄板と、雌板の前記ボルト挿通孔に対応する位
置に円孔を穿設した雌板とを1組とする継ぎ板に
より、骨組部材の接続の際のナツト締付時に、ボ
ルトとナツトとの共回りを防いでいるので、骨組
部材の接続作業を円滑且つ能率的に行うことがで
きる。しかも雄板のボルトを両骨組部材のボルト
挿通孔に一挙に挿通することができ、この点から
も能率良く作業を進めることができる。
As described above in the present invention, the male plate has bolts protruding and fixed in advance at positions corresponding to the bolt insertion holes of the frame member of the board, and the female plate has circular holes drilled at positions corresponding to the bolt insertion holes of the female plate. The connecting plate, which is a pair of plates, prevents the bolt and nut from rotating together when tightening nuts when connecting frame members, so the work of connecting frame members can be carried out smoothly and efficiently. can. Moreover, the bolts of the male plate can be inserted into the bolt insertion holes of both frame members at once, and from this point of view as well, the work can be carried out efficiently.

又本発明によれば、安価なボルト、例えば丸頭
ボルトを使用できると共に、基板に円孔を穿設し
た後前記ボルトをこれに挿通し、スポツト溶接で
このボルトを基板に固定するという簡単な加工に
より本発明の雄板を形成することができるので、
材料費を低廉なものとすることができる。
Further, according to the present invention, an inexpensive bolt such as a round head bolt can be used, and the bolt can be easily fixed to the board by drilling a circular hole in the board, inserting the bolt into the hole, and fixing the bolt to the board by spot welding. Since the male plate of the present invention can be formed by processing,
Material costs can be reduced.

更に本発明によれば、継ぎ板を骨組部材に一旦
組付ければ、継ぎ板と骨組部材間にズレが生じな
くなり、しかも1個のナツトをボルトに締付けた
後は継ぎ板は骨組部材に固定された状態となるの
で、作業者は継ぎ板のズレの調整を行うことが不
要となり、又ボルト頭を押え付ける等の作業も必
要がなくなるので、作業能率の大幅な向上を図る
ことが可能となる。
Further, according to the present invention, once the joint plate is assembled to the frame member, there will be no misalignment between the joint plate and the frame member, and furthermore, after tightening one nut to the bolt, the joint plate is fixed to the frame member. This eliminates the need for the worker to adjust the misalignment of the joint plate, and also eliminates the need for work such as holding down the bolt head, making it possible to significantly improve work efficiency. .

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

図面は本発明の実施例を示し、第1図は本発明
の継ぎ板を使用して骨組部材を接続した状態を示
す斜視図、第2図は第1図の横断面図、第3図は
第1図の一部を分解した状態で示す斜視図、第4
図は第1図の一部を分解した状態で示す拡大横断
面図、第5図及び第6図は夫々他の実施例の分解
した状態で示す斜視図である。 1a,1b……骨組部材、2a,2b……接続
部、3……ボルト挿通孔、4……ボルト、5……
雄板、14……雌板、20……円孔。
The drawings show embodiments of the present invention, and FIG. 1 is a perspective view showing a state in which frame members are connected using the joint plate of the present invention, FIG. 2 is a cross-sectional view of FIG. 1, and FIG. A perspective view showing a partially exploded state of Fig. 1, Fig. 4
The figure is an enlarged cross-sectional view showing a part of FIG. 1 in an exploded state, and FIGS. 5 and 6 are perspective views showing other embodiments in an exploded state. 1a, 1b...Frame member, 2a, 2b...Connection part, 3...Bolt insertion hole, 4...Bolt, 5...
Male plate, 14... female plate, 20... circular hole.

Claims (1)

【特許請求の範囲】[Claims] 1 1対の骨組部材の各接続部に対し、この接続
部に設けたボルト挿通孔に対応するように配した
ボルトが基板に突設され接続部の一側に当てがわ
れる雄板と、前記ボルトに対応する円孔が基板に
設けられ接続部の他側に当てがわれる雌板とを1
組にして備えたことを特徴とする骨組部材の継ぎ
板。
1. For each connection part of a pair of frame members, a male plate with bolts arranged so as to correspond to bolt insertion holes provided in this connection part protrudes from the board and is applied to one side of the connection part; A circular hole corresponding to the bolt is provided in the board and a female plate is applied to the other side of the connection part.
A joint plate for a frame member, characterized in that it is provided as a set.
JP6914380A 1980-05-23 1980-05-23 Joint plate of building member Granted JPS56167040A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6914380A JPS56167040A (en) 1980-05-23 1980-05-23 Joint plate of building member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6914380A JPS56167040A (en) 1980-05-23 1980-05-23 Joint plate of building member

Publications (2)

Publication Number Publication Date
JPS56167040A JPS56167040A (en) 1981-12-22
JPS6354848B2 true JPS6354848B2 (en) 1988-10-31

Family

ID=13394126

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6914380A Granted JPS56167040A (en) 1980-05-23 1980-05-23 Joint plate of building member

Country Status (1)

Country Link
JP (1) JPS56167040A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55129530A (en) * 1979-03-29 1980-10-07 Asahi Chemical Ind Method of making joint for shape steel beam

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55129530A (en) * 1979-03-29 1980-10-07 Asahi Chemical Ind Method of making joint for shape steel beam

Also Published As

Publication number Publication date
JPS56167040A (en) 1981-12-22

Similar Documents

Publication Publication Date Title
JPS6354848B2 (en)
JPS5838086Y2 (en) Joint fittings for wooden buildings
JP3107749B2 (en) Steel House Frame Structure
JPS6116420Y2 (en)
JPS6357907A (en) Joining device for segment
JP2539109B2 (en) Construction fittings
JPH081283Y2 (en) Connecting device for housing assembly
JPH0229130Y2 (en)
JPH0821011A (en) Connector fittings for building
JPH10102603A (en) Connecting construction between column and beam
JP3170037B2 (en) Floor panel core joint structure and joint jig
JPS6143848Y2 (en)
JP2002070315A (en) Alignment adjusting jig
JPH0125126Y2 (en)
JP2605329Y2 (en) Connection structure between building units
JP4437736B2 (en) Positioning jig for wood joints
JPS6133126Y2 (en)
JP3645361B2 (en) Wood joining equipment and wood joining hardware for wooden buildings
JPH04343946A (en) Connecting structure of constructing structure member
JPH0540199Y2 (en)
JPH0821012A (en) Connector fitting for building
JP2001152555A (en) Connecting method and joint plate for building unit
JPH10338966A (en) Connection structure of furring strips of steel frame building
JP2575064Y2 (en) Wooden beam fittings
JPS6129845Y2 (en)