Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3250972B2 - Beam and column joint hardware and column and beam joint method - Google Patents
[go: Go Back, main page]

JP3250972B2 - Beam and column joint hardware and column and beam joint method - Google Patents

Beam and column joint hardware and column and beam joint method

Info

Publication number
JP3250972B2
JP3250972B2 JP14635297A JP14635297A JP3250972B2 JP 3250972 B2 JP3250972 B2 JP 3250972B2 JP 14635297 A JP14635297 A JP 14635297A JP 14635297 A JP14635297 A JP 14635297A JP 3250972 B2 JP3250972 B2 JP 3250972B2
Authority
JP
Japan
Prior art keywords
pair
side plates
column
bolt
drift pin
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 - Lifetime
Application number
JP14635297A
Other languages
Japanese (ja)
Other versions
JPH10331262A (en
Inventor
博幸 向田
Original Assignee
株式会社土屋ホーム
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 株式会社土屋ホーム filed Critical 株式会社土屋ホーム
Priority to JP14635297A priority Critical patent/JP3250972B2/en
Publication of JPH10331262A publication Critical patent/JPH10331262A/en
Application granted granted Critical
Publication of JP3250972B2 publication Critical patent/JP3250972B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、木造建築物の柱梁
等の接合に用いる金物及び柱梁等の接合方法に関するも
ので、さらに詳細には木造建築物のラーメン構造におけ
る柱梁等の接合に用いる金物及び柱梁等の接合方法に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for joining hardware, columns, and the like used for joining columns, beams, and the like of a wooden building, and more particularly, to joining columns, beams, and the like in a rigid frame structure of a wooden building. The present invention relates to a method for joining hardware, columns, and the like used in the present invention.

【0002】[0002]

【従来の技術】従来、木造建築物のラーメン構造におい
て柱梁等の接する場合に、例えば図4に示すように柱a
に梁bを接合するために予め柱aに公知の方法で接合用
金物cを嵌合させる。そして柱bに形成した平行な一対
溝b1 ´に接合用金物cを挿入して柱bに穿設した一対
の溝b2 ´と金物cに穿設した穴c´にドリフトピンd
を挿入して固定する方法が実施されていた。
2. Description of the Related Art Conventionally, when a column or a beam is in contact with a rigid frame structure of a wooden building, for example, as shown in FIG.
In order to join the beam b to the column a fitting metal c is previously fitted to the column a by a known method. Then, a metal fitting c is inserted into a pair of parallel grooves b1 'formed in the column b, and a pair of grooves b2' formed in the column b and a drift pin d is inserted into a hole c 'formed in the metal c.
A method of inserting and fixing the same has been implemented.

【0003】[0003]

【発明が解決しようとする課題】しかし、前記の方法
は、ラーメン構造において柱や梁に穴をあけて軸組をお
こなう際に接合用金物cを使用することにより断面の欠
損を最小限にするために行われているものであるが金物
と木材の間の接合が充分でないので木材の乾燥によるヤ
セ及びボルトの緩み・振動等の影響でズレを生じること
があり住宅築造後の構造上の強度がいま一つ不満足であ
った。
However, the above-mentioned method minimizes the loss of the cross section by using the metal fitting c when drilling a hole in a column or a beam in the frame structure to perform a frame assembly. However, since the joint between the hardware and the wood is not enough, the drying may cause the looseness and vibration of the bolts and bolts due to the drying of the wood. Was dissatisfied.

【0004】そこで、発明者は柱aに嵌合させた接合用
金物cに接着剤を予め塗布して梁bの溝b1 ´に挿入す
ることを着想したものの、この方法では挿入の前に接着
剤が滴下してしまい溝内に接着剤が行き渡ることはなく
実現は不可能な状態であった。
The inventor conceived that the bonding metal c fitted on the pillar a was preliminarily coated with an adhesive and inserted into the groove b1 'of the beam b. The agent was dropped, and the adhesive did not spread in the groove, so that it was impossible to realize it.

【0005】本発明は、以上のような問題を解決するた
めに木造建築物の柱梁の接合を確実にすることによりラ
ーメン構造強度のさらに大きくするための接合用金物を
提供することを目的とする。
SUMMARY OF THE INVENTION An object of the present invention is to provide a metal joint for further strengthening the rigid frame structure by ensuring the joint of a column and a beam in a wooden building in order to solve the above problems. I do.

【0006】[0006]

【課題を解決するための手段】徐上の目的を達成するた
めに、本発明にかかる柱梁等の接合方法は、その手段と
して一枚の金属板よりドリフトピン又はボルト用の孔を
有するブリッジ部を介して同様にドリフトピン又はボル
ト用の孔を有する一対の側板を有するプレートを打ち抜
き、該一対の側板を互いに対向するように前記ブリッジ
部から折り曲げ、該一対の側板はそれぞれ対向する位置
にドリフトピン案内用切欠きを有し、各側板は両面にプ
レスをかけて形成した複数の畝状水平突起を設け、前記
複数の畝状水平突起の上の適宜個所に接着剤を点状に塗
布し、前記一対の側板に対応する平行な垂直溝を柱に形
成して前記側板を挿入して、前記一対の側板の前記ドリ
フトピン又はボルト用の穴にボルトを挿入してナットで
柱と接合用金物を締め付けて固定することを要旨とす
る。
SUMMARY OF THE INVENTION In order to achieve the above object, a method of joining columns and beams according to the present invention uses a bridge having a hole for a drift pin or bolt from a single metal plate. Similarly, a plate having a pair of side plates having holes for drift pins or bolts is punched through the portion, and the pair of side plates are bent from the bridge portion so as to face each other, and the pair of side plates are located at positions facing each other. It has a notch for guiding the drift pin, each side plate is provided with a plurality of ridge-shaped horizontal projections formed by pressing on both sides, and an adhesive is applied in a dot-like manner at appropriate places on the plurality of ridge-shaped horizontal projections. Then, parallel vertical grooves corresponding to the pair of side plates are formed in the columns, the side plates are inserted, bolts are inserted into the holes for the drift pins or bolts of the pair of side plates, and the columns are joined to the columns with nuts. Hardware And summarized in that to fix attach fit.

【0007】[0007]

【0008】[0008]

【0009】[0009]

【0010】図1に示すように、木造建築物のラーメン
構造において梁10に柱20を接合するために接合用金
物30が設けられている。前記梁10には前記金物30
の後述する仕口31を受ける穴11が2箇所に形成され
ており、一方で柱20には前記金物を受ける一対の垂直
溝21が形成されている。
As shown in FIG. 1, a metal fitting 30 is provided for connecting a pillar 20 to a beam 10 in a rigid frame structure of a wooden building. The hardware 30 is attached to the beam 10.
Are formed at two places, and a pair of vertical grooves 21 are formed in the column 20 for receiving the hardware.

【0011】前記金物30は、一枚の金属板よりドリフ
トピン用の穴32を有する一対のブリッジ部31を介し
て同様にドリフトピン用の穴36を有する一対の側板3
3を有するプレートを打ち抜く。そして、該プレートを
前記ブリッジ部31から折り曲げて前記ブリッジ部31
は仕口を形成する一方で、前記側板はそれぞれ対向して
全体としてビームボックスを構成する。
The metal piece 30 is formed of a pair of side plates 3 having a hole 36 for a drift pin through a pair of bridge portions 31 having a hole 32 for a drift pin from a single metal plate.
The plate with 3 is punched. Then, the plate is bent from the bridge portion 31 and the bridge portion 31 is bent.
While forming a connection, the side plates oppose each other to form a beam box as a whole.

【0012】各側板には2箇所に垂直方向に整列したボ
ルト用穴36とその上方には案内斜面35を有する切欠
き34が形成されている。そして前記柱20には前記ド
リフトピン用穴36と切欠き34に対応する位置にドリ
フトピン用穴221 が、そしてその下の2箇所にボルト
用穴222 が形成されている。
Each side plate is formed with two vertically aligned bolt holes 36 and a notch 34 having a guide slope 35 above the bolt holes 36. The pillar 20 has a drift pin hole 221 at a position corresponding to the drift pin hole 36 and the notch 34, and a bolt hole 222 at two locations below the drift pin hole 221.

【0013】そして各側板には図1及び図2に示すよう
にその表面と裏面にプレスをかけて水平方向に延長する
6個の畝状突起37が形成されている。
As shown in FIGS. 1 and 2, each side plate is formed with six ridge-shaped projections 37 which are pressed on the front and back surfaces and extend in the horizontal direction.

【0014】そして、前記梁10の穴11に前記金物3
0の仕口の部分を挿入しドリフトピンD1 で柱10と金
物30を組み合わせる。さらにボルト(図示せず)を使
用して梁10に接合用金物30を固定する。
The hardware 3 is inserted into the hole 11 of the beam 10.
Then, the column 10 and the hardware 30 are combined with the drift pin D1. Further, the metal fitting 30 is fixed to the beam 10 using a bolt (not shown).

【0015】この状態で、前記柱20のドリフトピン用
穴22のうち最も上位に位置するドリフトピン22に一
本のドリフトピンD2を挿入する。次に、図2と図3
(A)に示したように各畝状突起37の上の適宜箇所に
接着剤Aを点状に塗布する。そして前記金物30の一対
の側板33を前記柱20の一対の垂直溝21にそれぞれ
挿入ながら切欠き34の案内斜面35を利用して既に
挿入し上記ドラフトピンD2を案内して切欠きの底部
にドリフトピンD2を当接させて位置決めする。
In this state, one drift pin D2 is inserted into the uppermost drift pin 22 of the drift pin holes 22 of the pillar 20. Next, FIGS. 2 and 3
Applying adhesive A in dots at appropriate locations on the respective ridge-like projections 37 as shown in (A). And Kino Kikkake to guide the draft pin D2 of the pair of side plates 33 and inserted using the already pair of guide slope 35 of each insert with cutouts 34 in the vertical groove 21 of the pillar 20 of the hardware 30 The drift pin D2 is positioned in contact with the bottom.

【0016】そして、柱20の残り二つの穴22にそれ
ぞれボルトD3 を挿入して金物30の二つの穴36を探
りあて螺入してナット(図示せず)で締め付けて柱20
に金物30を固定する。
Then, bolts D3 are inserted into the remaining two holes 22 of the column 20, respectively, and the two holes 36 of the hardware 30 are searched and screwed in, and tightened with nuts (not shown).
Is fixed to the hardware 30.

【0017】以上の実施例において、梁10と柱20を
金物30で接合しているがこれに限ることなく、梁と柱
又は梁と梁或は梁と土台等あらゆる組合せの接合が可能
である。
In the above embodiment, the beam 10 and the column 20 are joined by the metal hardware 30, but the present invention is not limited to this, and any combination of the beam and the column, the beam and the beam, or the beam and the base can be joined. .

【発明の効果】【The invention's effect】

【0018】以上のように、本発明の柱梁等接合金物の
各側板は両面にプレスをかけて形成した畝状突起を複
数本水平に設け、該畝状突起の上の適宜箇所に接着剤を
点状に塗布し、前記一対の側板に対応する平行な垂直
を柱に形成して前記側板を挿入して、前記一対の側板の
前記ドリフトピン又はボルト用の穴にボルトを挿入して
ナットで柱と接合用金物を締め付けて固定すると、前記
畝状突起が木質に食い込み柱や梁の上の間の摩擦力が増
大する。
As described above, a plurality of ridge-shaped projections formed by pressing both sides are provided horizontally on each side plate of the joint metal such as a column and a beam of the present invention, and the ridge-shaped projections are bonded to appropriate positions on the ridge-shaped projections. The agent is applied in the form of dots, parallel vertical grooves corresponding to the pair of side plates are formed in columns, the side plates are inserted, and bolts are inserted into the holes for the drift pins or bolts of the pair of side plates. When the column and the joining hardware are fastened and fixed with a nut, the ridge-like projections bite into the wood and increase the frictional force between the columns and beams.

【0019】この結果、この金物を木造建築物のラーメ
ン構造に使用すると柱梁等の接合が強固になりラーメン
構造全体の強度が飛躍的に向上する。このために、木材
建築のプレハブ化成はユニット化が可能になり現場での
作業を最小限に抑えることができて工期の大幅な短縮・
コストダウンの実行等が可能となる効果があるだけでな
く、水平の畝状突起が接着剤滴下を防止することにな
り、これまで実現不可能であった接着剤の使用が現実の
ものとなり、接着剤の塗布ムラもなくなった。
As a result, the hardware is used as a rame for wooden buildings.
When used in a rigid structure, the joints of columns and beams are
The strength of the entire structure is dramatically improved. For this, wood
Prefabrication of architecture can be unitized, and
Work can be minimized and construction period can be significantly reduced.
Not only has the effect of enabling cost reduction, etc.
Horizontal ridges prevent the adhesive from dripping.
Use of adhesives, which was not feasible until now,
And uneven application of the adhesive was eliminated.

【0020】また、前記一対の側板の前記ドリフトピン
又はボルト用の穴に専らボルトを挿入してナットで柱と
接着用金物を締め付けて固定するので接着剤が溝の中で
広がり接着剤の接着面積が大きくなり接合用金物と木材
の間の摩擦と接着剤による接合力が飛躍的に向上しラー
メン構造の強化が現実のものとなった。
Further, the drift pins of the pair of side plates are provided.
Or insert the bolt exclusively into the bolt hole and use the nut to
The adhesive is tightened and fixed so that the adhesive is in the groove
The bonding area of the spreading adhesive increases, and metal and wood for joining are used.
The friction between the joints and the bonding force by the adhesive are dramatically improved,
The strengthening of the men's structure has become a reality.

【0021】[0021]

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

【図1】 本発明に係る接合金物と柱と桁の組合せの
分解斜視図である。
FIG. 1 is an exploded perspective view of a combination of a metal joint, a column, and a girder according to the present invention.

【図2】 前記接合金物の縦断面図である。FIG. 2 is a longitudinal sectional view of the metal joint.

【図3】 (A)は、前記接合金物の側面図、(B)
は平面図、(C)は正面図である。
FIG. 3A is a side view of the metal joint, and FIG.
Is a plan view, and (C) is a front view.

【図4】 従来の柱と梁の接合用金物と該金物を利用
した接合方法である。
FIG. 4 shows a conventional metal fitting for joining a column and a beam and a joining method using the metal fitting.

【符号の説明】[Explanation of symbols]

10 梁 11 穴 20 柱 21 溝 30 接合金物 31 ブリッジ部 32 穴 33 側番 34 切欠き 35 案内斜面 37 畝状突起 A 接着剤 DESCRIPTION OF SYMBOLS 10 Beam 11 hole 20 pillar 21 groove 30 joining hardware 31 bridge part 32 hole 33 side number 34 notch 35 guide slope 37 ridge projection A adhesive

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 木造建築物のラーメン構造における柱梁
等の接合に用いる金物で一枚の金属板よりドリフトピン
又はボルト用の孔を有するブリッジ部を介して同様にド
リフトピン又はボルト用の孔を有する一対の側板を有す
るプレートを打ち抜き、該一対の側板を互いに対向する
ように前記ブリッジ部から折り曲げ、該一対の側板はそ
れぞれ対向する位置にドリフトピン案内用切欠きを有
し、各側板は両面にプレスをかけて形成した複数の畝状
水平突起を設け、前記複数の畝状水平突起の上の適宜個
所に接着剤を点状に塗布し、前記一対の側板に対応する
平行な垂直溝を柱に形成して前記側板を挿入して、前記
一対の側板の前記ドリフトピン又はボルト用の穴にボル
トを挿入してナットで柱と接合用金物を締め付けて固定
することを特徴とする柱梁等の接合方法。
1. A hole for a drift pin or bolt through a bridge portion having a hole for a drift pin or bolt from a single metal plate with metal used for joining columns and beams in a rigid frame structure of a wooden building. Punching a plate having a pair of side plates having a pair of side plates, and bending the pair of side plates from the bridge portion so as to face each other.The pair of side plates have drift pin guide notches at opposing positions, and each side plate has a notch. A plurality of ridge-shaped horizontal projections formed by pressing on both sides are provided, and an adhesive is applied in a dot-like manner at an appropriate place on the plurality of ridge-shaped horizontal projections, and parallel vertical grooves corresponding to the pair of side plates are provided. Is formed in a pillar, the side plate is inserted, a bolt is inserted into the hole for the drift pin or the bolt of the pair of side plates, and the pillar and the joining hardware are fastened and fixed with a nut. How to join columns and beams.
JP14635297A 1997-06-04 1997-06-04 Beam and column joint hardware and column and beam joint method Expired - Lifetime JP3250972B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14635297A JP3250972B2 (en) 1997-06-04 1997-06-04 Beam and column joint hardware and column and beam joint method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14635297A JP3250972B2 (en) 1997-06-04 1997-06-04 Beam and column joint hardware and column and beam joint method

Publications (2)

Publication Number Publication Date
JPH10331262A JPH10331262A (en) 1998-12-15
JP3250972B2 true JP3250972B2 (en) 2002-01-28

Family

ID=15405778

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14635297A Expired - Lifetime JP3250972B2 (en) 1997-06-04 1997-06-04 Beam and column joint hardware and column and beam joint method

Country Status (1)

Country Link
JP (1) JP3250972B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3071426B1 (en) * 1998-11-16 2000-07-31 財団法人日本住宅・木材技術センター Architectural fittings
KR101147554B1 (en) * 2009-11-05 2012-05-21 서인표 Fastener for fixing woods
JP5847113B2 (en) * 2013-04-23 2016-01-20 株式会社タツミ Wood fittings
JP6286144B2 (en) * 2013-07-11 2018-02-28 倉敷紡績株式会社 End cap
JP6971681B2 (en) * 2017-07-31 2021-11-24 Bxカネシン株式会社 How to install the horizontal material
JP6896217B2 (en) * 2019-07-09 2021-06-30 合同会社木造s研究所 How to join columns and beams and how to join columns and beams in wooden buildings

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0732657Y2 (en) * 1989-05-23 1995-07-31 ミサワホーム株式会社 End structure of columns and beams of wooden frame
JP2601749Y2 (en) * 1992-10-23 1999-12-06 宏樹 金井 Mortise with metal mortise
JPH09177172A (en) * 1995-12-28 1997-07-08 Takenaka Komuten Co Ltd Joint structure of glued laminated wood beam

Also Published As

Publication number Publication date
JPH10331262A (en) 1998-12-15

Similar Documents

Publication Publication Date Title
US5242239A (en) Metal connector for building and jointing structure of building using the same
US5253945A (en) Metal connector for building and jointing structure of building using the same
JP3250972B2 (en) Beam and column joint hardware and column and beam joint method
JP3074134B2 (en) Assembling type makeup column and method of attaching decorative cover member to core pillar in the assembly type makeup column
JP2807524B2 (en) Column and beam joint structure
JP3220627B2 (en) Building hardware
JPH0728251Y2 (en) Joint structure of laminated timber beams in wooden structure
JPH0732657Y2 (en) End structure of columns and beams of wooden frame
JPH0633049Y2 (en) Beam joints in wooden construction
JPH0747522Y2 (en) Beam connection hardware
JP3107749B2 (en) Steel House Frame Structure
JP2553210Y2 (en) End structure of frame material of wooden frame
JP2565437Y2 (en) Column-beam joint structure in wooden buildings
JPH0634971Y2 (en) Column-beam connection structure in wooden buildings
JP2863141B2 (en) Beam frame
JP2857374B2 (en) Frame connection structure
JPH0447282Y2 (en)
JP2711162B2 (en) Column and beam joint structure
JP3031391U (en) Joint fittings for construction and joint construction of buildings using them
JP2681622B2 (en) Joint structure of columns and horizontal members in wooden buildings
JPH1025811A (en) Joint structure of horizontal members and its reinforcing hardware
JPH0960112A (en) Building material joint member
JP2002061285A (en) Building material joining structure
JP2592099Y2 (en) Metal fittings
JPH04357229A (en) Connecting fitting for wood structural member and structure of connection part

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081116

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081116

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091116

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091116

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101116

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111116

Year of fee payment: 10

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111116

Year of fee payment: 10

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121116

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121116

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131116

Year of fee payment: 12

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term