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JPS644961Y2 - - Google Patents

Info

Publication number
JPS644961Y2
JPS644961Y2 JP3841682U JP3841682U JPS644961Y2 JP S644961 Y2 JPS644961 Y2 JP S644961Y2 JP 3841682 U JP3841682 U JP 3841682U JP 3841682 U JP3841682 U JP 3841682U JP S644961 Y2 JPS644961 Y2 JP S644961Y2
Authority
JP
Japan
Prior art keywords
bolt
battledore
girder
frame
connecting tube
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
JP3841682U
Other languages
Japanese (ja)
Other versions
JPS58141004U (en
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 filed Critical
Priority to JP3841682U priority Critical patent/JPS58141004U/en
Publication of JPS58141004U publication Critical patent/JPS58141004U/en
Application granted granted Critical
Publication of JPS644961Y2 publication Critical patent/JPS644961Y2/ja
Granted legal-status Critical Current

Links

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  • Joining Of Building Structures In Genera (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Description

【考案の詳細な説明】 本考案は、立て寄せにした軸組と梁、桁とを締
結させる内締め式の羽子板ボルトに関する。
[Detailed Description of the Invention] The present invention relates to an internally tightened battledore bolt for fastening a vertical frame, a beam, and a girder.

従来の羽子板ボルト1は、図面第1図に示す様
に一端にねじ2を設けて、このねじ2にナツト3
を螺合し、他端に羽子板部4を設けたものであつ
たから、立て寄せにする軸組における柱5へボル
ト1を通した後、ねじ2にナツト3を螺合して軸
組の外側に外羽目6を張り、軸組を立ててこの軸
組みの柱5に桁,梁7を〓接ぎし、桁,梁7には
羽子板部4のボルト孔8に合せて孔9をあけ、こ
の孔9にボルト10を挿し通してナツト11を螺
合することにより、桁,梁7に羽子板部4を固定
すれば、軸組みの柱5と桁,梁7とは羽子板ボル
ト1により一応接がれるが、ナツト3を回して柱
5と桁,梁7との締め付けを行うことが出来ない
ため、接手にがたを生じて構築された家屋が風や
地震に弱く、然も、ナツトが振動により弛んで脱
落し、接手の機能を喪失する欠点があつた。
A conventional battledore bolt 1 has a screw 2 at one end, as shown in FIG.
were screwed together and a battledore part 4 was provided on the other end, so after passing the bolt 1 through the column 5 of the frame to be set up, screw the nut 3 onto the screw 2 and attach it to the outside of the frame. Put the outer siding 6 on the frame, set up the frame, and connect the girders and beams 7 to the columns 5 of this frame. Drill holes 9 in the girders and beams 7 to match the bolt holes 8 of the battledore part 4. If the battledore part 4 is fixed to the girder and beam 7 by inserting the bolt 10 into the hole 9 and screwing the nut 11, the column 5 of the framework and the girder and beam 7 will be temporarily connected by the battledore bolt 1. However, since it is not possible to tighten the pillars 5, girders, and beams 7 by turning the nuts 3, the joints become loose, making houses built vulnerable to wind and earthquakes, and the nuts 3 cause vibrations. The problem was that the joint could become loose and fall off, causing the joint to lose its function.

本考案はこの欠点を解消するためになされたも
ので、タンバツクルを利用して、軸組の内側にお
いて柱と桁,梁との締結が確実に行われる様にし
た内締め式の羽子板ボルトを提供することを目的
とする。
The present invention was developed to eliminate this drawback, and provides an internally tightened battledore bolt that uses tambuckles to securely connect columns, girders, and beams inside the framework. The purpose is to

次に本考案に関する内締め式の羽子板ボルトの
実施の一例を図面に付き説明すれば下記の通りで
ある。
Next, an example of implementation of the internal tightening type battledore bolt related to the present invention will be described below with reference to the drawings.

図面第2図及び第3図において、12と13は
一対のボルトで、その一方は頭14を有し、他方
は圧扁により羽子板部15を形成して、この部分
にボルト孔16を設け、且両ボルト12,13の
対応端部には反対ねじ17,18を形成してあ
る。19は接続筒で、両端に反対ねじ20,21
を形成し、中間部に角形に加工してスパナが掛る
様にした工具掛け22か、又は棒を挿して回すた
めに孔をあけた工具掛け22′かを設けてある。
23は一方のボルト12に嵌めた座金で、頭部1
4が柱5へ喰に込まない様にしたものである。
In FIGS. 2 and 3 of the drawings, 12 and 13 are a pair of bolts, one of which has a head 14, the other of which has a battledore portion 15 formed by pressing, and a bolt hole 16 is provided in this portion. Further, opposite threads 17 and 18 are formed at the corresponding ends of both bolts 12 and 13. 19 is a connecting tube with opposite screws 20 and 21 at both ends.
A tool holder 22 is formed in the middle part into a rectangular shape so that a spanner can be hung thereon, or a tool holder 22' is provided with a hole for inserting and turning a rod.
23 is a washer fitted to one of the bolts 12, and the head 1
This is to prevent 4 from getting stuck in pillar 5.

次に本考案に関する内締め式の羽子板ボルトの
作用効果に付いて説明する。
Next, the effects of the internal tightening type battledore bolt related to the present invention will be explained.

立て寄せにすべき軸組における柱5に頭付のボ
ルト12を挿し通して、そのねじ17に接続筒1
9のねじ20を螺合した後、軸組の外側に外羽目
6を張り、前記軸組を土台上に立ててその柱5に
設けた切欠に桁,梁7の端末を挿し込み、柱5と
桁,梁7とを仮接合して置いて、前記接続筒19
の他端に螺合させたボルト13における羽子板部
15の孔16に合せて桁,梁7にボルト孔9をあ
け、この孔9と羽子板部15の孔16とにボルト
10を挿し通して、このボルト10にナツト11
をかけ、ナツト11を締め付ければ、羽子板部1
5は桁,梁7に強固に固定されるから、この状態
において工具掛け22か、22′に工具をかけて
接続筒19を回せば、反対ねじ20,21の作用
によりボルト12,13が引き寄せられて、柱5
と桁,梁7とを強力に接合するものである。
Insert the bolt 12 with a head through the column 5 of the shaft assembly to be built upright, and attach the connecting tube 1 to the screw 17.
After screwing together the screws 20 of 9, put the outer panel 6 on the outside of the frame, stand the frame on the foundation, insert the ends of the girders and beams 7 into the notches provided in the column 5, and attach the column 5. , the girder and the beam 7 are temporarily joined, and the connecting tube 19 is attached.
Drill a bolt hole 9 in the girder or beam 7 to match the hole 16 in the battledore part 15 of the bolt 13 screwed to the other end, insert the bolt 10 through this hole 9 and the hole 16 in the battledore part 15, This bolt 10 and nut 11
and tighten the nut 11, the battledore part 1
5 is firmly fixed to the girder and beam 7, in this state, if you apply a tool to the tool hook 22 or 22' and turn the connecting tube 19, the bolts 12 and 13 will be pulled together by the action of the opposite screws 20 and 21. Pillar 5
This is to strongly connect the girder and beam 7 to each other.

前述の様に本考案に関する内締め式の羽子板ボ
ルトは、立て寄せすべき軸組の柱に頭付ボルトを
通し、この柱に接合すべき桁,梁に羽子板部を有
するボルトをボルト止めし、前記両ボルトの反対
ねじに接続筒の反対ねじを螺合させたものであか
ら、立て寄せにした軸組の内側において接続筒を
その工具掛けに工具を掛けて回し、反対ねじの引
き寄せ作用により柱と桁,梁とを強固に接合でき
るため、構築された家屋は堅牢で耐振性にすぐ
れ、且つ地震や台風に強くて、然も、締着け後、
接続筒を工具掛けの孔を利用して桁,梁へ釘止め
すれば、振動や衝撃が加わつても締結の弛みも生
じない特有の効果を奏するものである。
As mentioned above, the internal tightening type battledore bolt related to the present invention involves passing a headed bolt through the pillar of the framework to be built up, and bolting the bolt having the battledore part to the girder or beam to be connected to the pillar. The opposite threads of the connecting cylinder are screwed together with the opposite threads of both bolts, and the connecting cylinder is rotated by hanging a tool on the tool rack inside the shaft assembly, and the pulling action of the opposite screws is used to turn the connecting cylinder. Because columns, girders, and beams can be firmly connected, the constructed house is strong and has excellent vibration resistance, and is resistant to earthquakes and typhoons.
If the connecting tube is nailed to the girder or beam using the hole in the tool hook, it has the unique effect of not loosening the connection even when vibrations or shocks are applied.

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

第1図は従来の羽子板ボルトの使用状態を柱と
桁を縦断して示す正面図。第2図は本考案の内締
め式羽子板ボルトの平面図。第3図は同上の接続
筒と羽子板部を一部縦断した正面図。第4図は同
上側面図。第5図は本考案の内締め式の羽子板ボ
ルトの使用状態を柱と桁を縦断して示す正面図で
ある。 図中12は頭14付のボルト、13は羽子板部
15を有するボルト、17,18は反対ねじ、1
9は接続筒、20,21は反対ねじ、22,2
2′は工具掛けである。
FIG. 1 is a front view showing the state in which a conventional battledore bolt is used, with a column and girder being longitudinally sectioned. FIG. 2 is a plan view of the internal tightening type battledore bolt of the present invention. FIG. 3 is a partially longitudinally sectional front view of the connecting tube and battledore portion same as above. Figure 4 is a side view of the same as above. FIG. 5 is a front view showing the state in which the internal tightening type battledore bolt of the present invention is used, with the column and girder being longitudinally sectionalized. In the figure, 12 is a bolt with a head 14, 13 is a bolt with a battledore portion 15, 17 and 18 are opposite threads, 1
9 is a connection tube, 20 and 21 are opposite threads, 22 and 2
2' is a tool rack.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 頭付のボルトと、羽子板部を有するボルトとに
対応的に反対ねじを形成し、之等の反対ねじを工
具掛けを有する接続筒に設けた反対ねじに螺合さ
せたことを特徴とする内締め式の羽子板ボルト。
A bolt with a head and a bolt with a battledore part are formed with opposite threads corresponding to each other, and these opposite threads are screwed together with an opposite thread provided on a connecting tube having a tool hook. Tightening type battledore bolt.
JP3841682U 1982-03-17 1982-03-17 Internal tightening battledore bolt Granted JPS58141004U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3841682U JPS58141004U (en) 1982-03-17 1982-03-17 Internal tightening battledore bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3841682U JPS58141004U (en) 1982-03-17 1982-03-17 Internal tightening battledore bolt

Publications (2)

Publication Number Publication Date
JPS58141004U JPS58141004U (en) 1983-09-22
JPS644961Y2 true JPS644961Y2 (en) 1989-02-08

Family

ID=30049758

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3841682U Granted JPS58141004U (en) 1982-03-17 1982-03-17 Internal tightening battledore bolt

Country Status (1)

Country Link
JP (1) JPS58141004U (en)

Also Published As

Publication number Publication date
JPS58141004U (en) 1983-09-22

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