JP2005146819A - Wooden framework, improved joining method, and joining hardware - Google Patents

Wooden framework, improved joining method, and joining hardware Download PDF

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JP2005146819A
JP2005146819A JP2003418707A JP2003418707A JP2005146819A JP 2005146819 A JP2005146819 A JP 2005146819A JP 2003418707 A JP2003418707 A JP 2003418707A JP 2003418707 A JP2003418707 A JP 2003418707A JP 2005146819 A JP2005146819 A JP 2005146819A
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bolt
washer
joining
steel
lag screw
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JP3816919B2 (en
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Shiyoudai Oguro
將代 小黒
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Abstract

<P>PROBLEM TO BE SOLVED: To provide joining hardware capable of tightening a joining part of framework without causing play and rickety motion in a joining method for the wooden framework. <P>SOLUTION: A bolt having a hexagonal head using a lag screw as a shaft and creating length of 30 to 40 mm of a mm bolt at a tip in one body, heavy gage shaped steel, and unequal angle steel are cut to bolt washer width, and bolt holes are drilled in two portions or three portions in accordance with required strength to provide a washer for converting bolt stress by 90°. When strength is required, combination of two washers is used as a T-steel of three hole type or five hole type. When it is necessary to mount the washer on a lag screw shaft, a lag screw nut is manufactured, the nut is locked, and fitting is attached. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

発明の詳細な説明Detailed Description of the Invention

従来よりの、木造軸組、は種々改良されて、きているが、いまだに、乾燥、吸湿に完全に対応されていない、この事に付いての改良の1部として考案した.ボルトの遊びを、最小に押さえる為に、雄螺旋部分の、直径より4〜5mm太いラグスクリユウ螺旋をボルト軸を使用して厚みの変価に対応させ、ボルト頭は、従来どおり6角頭とし、先端には30〜40mm長さのmm螺旋を、1体に製作したボルトを使用し、応力をL型に変化接続する時不等辺L形鋼を、必要座金巾に応力応じて切断し、貫通ボルトの必要穴明けを2箇所又は3箇所明け更に、強度を必要とする時は、同型不等辺L形鋼を組合せ3箇所及び5箇所穴明けのT形鋼として使用し、使用場所に拠って、ラグスクリユウ螺旋をボルトまたは、mm螺旋付ラグスクリユウ螺旋ボルトを使用する.The conventional wooden frame has been improved in various ways, but it is still devised as a part of the improvement for this, which is not yet completely compatible with drying and moisture absorption. In order to keep the play of the bolt to a minimum, the rugged screw spiral of 4-5 mm thicker than the diameter of the male spiral part is made to correspond to the change in thickness using the bolt shaft, and the bolt head is a hexagonal head as before, Using a bolt made of 30 mm to 40 mm long at the tip, and connecting the stress to the L shape, the unequal side L-shaped steel is cut according to the required washer width and penetrated. Necessary drilling of bolts at 2 or 3 locations. When further strength is required, use the same type of unequal side L-shaped steel as a T-shape steel with 3 or 5 locations. Use a rag screw spiral bolt or mm screw rag screw spiral bolt.

図1FIG.

従来より多用されて居る大蟻、鎌に拠る横架材の継手は追掛大栓継ぎを、追掛ラグスクリユウ継ぎ又は、追掛木ビス継ぎを、にして多用する.For the joints of large ants and scythes that have been widely used in the past, follow-up large plug joints, follow-up lug screw joints, or follow-up wood screw joints are frequently used.

通柱も同様とし、105角及び、120角、を使用して、断面不足の場合は、1本I字型又は、2本L字型に提示図面The same applies to the through pillars. If the cross section is insufficient using 105 corners and 120 corners, the drawing is presented as one I-shaped or two L-shaped.

図1FIG.

のボルトを使用して、合成柱とし、補強する.この事は、壁厚みの変化を無くして、内装、外装、建具、類の寸法変化を少なくし、1般既製品を無理なく使用するためである.Reinforce the composite column using the bolts. This is because the wall thickness is not changed, the dimensional change of the interior, exterior, fittings, and the like is reduced, and general off-the-shelf products are used without difficulty.

横架材のT字取合に付いても追入れ短ほぞ差しラグスクリユウ止めとし、柱頭部梁取合追入れ部分にもラグスクリユウ止として羽子板ボルト及び、蟻頭を使用しない.Even if it is attached to the T-shaped joint of a horizontal member, it will be a short mortise rugged screw stop, and a wing head bolt and dovetail head will not be used as a rugged screw stop for the column head beam joint.

外廻りに面した、土台、胴差、桁、梁、柱、等の構造材の、外壁外面より内壁側に貫通した、金物は必ず座金彫りを行い金物を構造材の、外面より、突出させず、透湿シート張りの、上、通気用間柱を取付けて、金物の表面を、直接外気に振れさせない.この事は、屋内貫通による、結露着霜を、防止するためである.The hardware that penetrates the inner wall side from the outer surface of the outer wall of the structural material such as foundation, trunk difference, girders, beams, pillars, etc. facing outwards must be carved and the hardware protrudes from the outer surface of the structural material. First, install a ventilation column with a moisture-permeable sheet, so that the surface of the hardware is not directly shaken by the outside air. This is to prevent condensation and frost due to indoor penetration.

T字取合も追入れ短ほぞ差ラグスクリュー螺旋込み止とし、大梁、柱、取合せにはその必要強度により、首下長さを増し、2本以上使用する.The T-joint is also a short tenon lag screw screw-in stop, and the length under the neck is increased by the required strength for large beams, pillars, and joints, and two or more are used.

木造住宅工事共通仕様書(解説付)住宅金融公庫基準適合仕様確認書
平成15年改訂(全国版)発行財団法人住宅金融普及協会
Wooden housing construction common specifications (with commentary) Housing Finance Corporation standard conformity specification confirmation document revised in 2003 (national version) Housing Finance Promotion Association

又従来のよりのボルト締め工法では先、穴明けの時には、雄螺旋部分の直径より、3〜5mm大きめの先穴明けをしさらに、最近ではボルトの軸径が雄螺旋部分の、直径より1〜2mm細い製品が、使用されいる、この為に施工の時に、螺旋締めを儼重にしても、半年も経過しない内に遊びが発生していた.In the conventional bolt tightening method, when the hole is drilled, the front hole is made 3 to 5 mm larger than the diameter of the male spiral part, and recently, the shaft diameter of the bolt is 1 than the diameter of the male spiral part. A thin product of ~ 2mm is used. For this reason, play was generated in less than half a year even when the screw was tightened.

ラグスクリゥーを軸とし先端にmmボルト30〜40長さのmmを1体に造り出した、6角頭のボルト.
重量形鋼、不等辺山形鋼をボルト座金巾に、切断し2箇所又は、必要強度に応じて、3箇所ボルト穴を明け、ボルト応力を90°変換させる座金.
更に強度を、必要とする時は、2個合わせて、3個穴又は5個穴型の、T形鋼として使用する.
ラグスクリゥー軸に上記座金の取付けが必要な時きは、ラグスクリゥーナツトを製作し、更に同ナツト廻り止め、金具を取付ける.
A hexagonal head bolt with a 30mm to 40mm long bolt at the tip centered on a rag screw.
A washer that cuts heavy shape steel and unequal side angle steel into bolt washer widths and drills two bolt holes or three bolt holes according to the required strength to convert bolt stress by 90 °.
When further strength is required, two pieces are combined and used as a three-hole or five-hole type T-shaped steel.
When it is necessary to attach the washer to the rag screw shaft, manufacture the rag screw nut, and stop the nut and attach the bracket.

壁内で、土台、柱、本筋違い、又は柱、本筋違い、胴差し、柱、本筋違い、など、各締結金具がラグスクリゥー軸ボルト、により、1体となり木部にも、遊び、がたつき無く、締めつけを完成する.Inside the wall, the base, the pillar, the main line, or the column, the main line, the torso, the pillar, the main line, etc. Without tightening, complete the tightening.

図2FIG.

又、締結に際しては、木工ドリルにて、細目の先穴を明けインパクトレンチを、使用して、ボルト、ナット、を締めつけする.事が、でき、径の大きいボルトを、無理遣りに叩き込む必要は無い.When fastening, use a woodworking drill to drill a fine tip hole and use an impact wrench to tighten bolts and nuts. There is no need to force a large diameter bolt.

出願ボルト側面を示した側面図、座金兼用L金物W使用の略図である.  A side view showing the side of the application bolt, and a schematic view of the use of a washer and L hardware W.

各金物類の使用状況略図である.  This is a schematic diagram of the usage of each hardware.

Claims (1)

ラグスクリゥーを軸とし先端にmmボルト30〜40長さのmm螺旋を1体に造り出した、6角頭のボルト.
重量形鋼、不等辺山形鋼をボルト座金巾に、切断し2箇所又は、必要強度応じて、3箇所ボルト穴を明け、ボルト応力を90°変換させる座金.
更に強度を、必要とする時は、2個合わせて、3個穴又は5個穴型の、T形鋼として使用する.
ラグスクリゥーナットを製作し、更にナット廻り止め、金具.
A hexagonal head bolt with a 30 mm to 40 mm long mm spiral at the tip centered on a rag screw.
A washer that cuts heavy-weight steel and unequal side angle steel into bolt washer widths and drills two bolt holes or three bolt holes according to the required strength to convert bolt stress by 90 °.
When further strength is required, two pieces are combined and used as a three-hole or five-hole type T-shaped steel.
Manufacture rag screw nuts, and stop nuts, metal fittings.
JP2003418707A 2003-11-13 2003-11-13 Bolts and joint hardware. Expired - Fee Related JP3816919B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003418707A JP3816919B2 (en) 2003-11-13 2003-11-13 Bolts and joint hardware.

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Application Number Priority Date Filing Date Title
JP2003418707A JP3816919B2 (en) 2003-11-13 2003-11-13 Bolts and joint hardware.

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JP2005146819A true JP2005146819A (en) 2005-06-09
JP3816919B2 JP3816919B2 (en) 2006-08-30

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102873132A (en) * 2012-09-27 2013-01-16 江门市南洋船舶工程有限公司 Simple device for matching with flattening of flame adjustment of superstructure lining plate

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311743A (en) * 1992-05-02 1993-11-22 Hitoshi Takeuchi Method of connecting construction of building construction material and connecting material therefor
JPH06123139A (en) * 1992-09-28 1994-05-06 Tadamichi Nishikata Metal fitting for joining timber
JPH08226168A (en) * 1995-02-22 1996-09-03 Ichiro Nagao Wooden structure joining hard ware and its system construction method
JP2001082431A (en) * 1999-07-13 2001-03-27 Meidoo:Kk Bolt with groove in guide boss section

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311743A (en) * 1992-05-02 1993-11-22 Hitoshi Takeuchi Method of connecting construction of building construction material and connecting material therefor
JPH06123139A (en) * 1992-09-28 1994-05-06 Tadamichi Nishikata Metal fitting for joining timber
JPH08226168A (en) * 1995-02-22 1996-09-03 Ichiro Nagao Wooden structure joining hard ware and its system construction method
JP2001082431A (en) * 1999-07-13 2001-03-27 Meidoo:Kk Bolt with groove in guide boss section

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102873132A (en) * 2012-09-27 2013-01-16 江门市南洋船舶工程有限公司 Simple device for matching with flattening of flame adjustment of superstructure lining plate
CN102873132B (en) * 2012-09-27 2016-07-13 江门市南洋船舶工程有限公司 For the easy device coordinating superstructure wall-enclosing board thermal transfer to smooth

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