JP2002047733A - Integrated structure for earthquake resistant connection device and column and beam, etc., of three- story wooden building, and joint metal - Google Patents

Integrated structure for earthquake resistant connection device and column and beam, etc., of three- story wooden building, and joint metal

Info

Publication number
JP2002047733A
JP2002047733A JP2000236969A JP2000236969A JP2002047733A JP 2002047733 A JP2002047733 A JP 2002047733A JP 2000236969 A JP2000236969 A JP 2000236969A JP 2000236969 A JP2000236969 A JP 2000236969A JP 2002047733 A JP2002047733 A JP 2002047733A
Authority
JP
Japan
Prior art keywords
column
joint
fixed
metal
steel pipe
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.)
Pending
Application number
JP2000236969A
Other languages
Japanese (ja)
Inventor
Shoji Kojima
昭二 小島
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 JP2000236969A priority Critical patent/JP2002047733A/en
Publication of JP2002047733A publication Critical patent/JP2002047733A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To closely integrate a column and a beam, etc., SOLUTION: In a connecting device wherein joint metal 3, 4, 11, 22, and 21 bent at a right angle is fixed to a coupling part between the column and the beam, etc., a steel pipe inserted into the column or the beam, etc., is fixed to either of the bent plates of the joint metal 3, 4, 11, 22, and 21, bolts 6 are fastened and fixed to both ends of the steel pipe, respectively, and the joint metal 3, 4, 11, 22, and 21 is fixed to the column and the beam, etc., so as to accomplish the above purpose.

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】この発明は、木造建造物の仕
口における柱の強度低下を防止すると共に、耐震仕口を
得ることを目的とした耐震仕口装置及び木造三階建の柱
と梁等の一体化構造並びに接合金物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-seismic connection device and a wooden three-story column and beam for the purpose of preventing a decrease in strength of columns at a connection of a wooden building and obtaining an anti-seismic connection. The invention relates to an integrated structure such as the above and a metal joint.

【0002】[0002]

【従来の技術】従来木造建造物の仕口を接合金物で補強
することは一般的に行われている。また筋かいを用いる
ことも普及された技術である。
2. Description of the Related Art Conventionally, joints of wooden buildings are generally reinforced with metal joints. The use of bracing is also a popular technique.

【0003】[0003]

【発明により解決しようとする課題】前記従来の木造建
造物の仕口は、主として羽子板ボルト又は角金物をボル
ト等で固定しているので、柱、梁の補強としてはよいけ
れども、一体化構造ではなかった。
The connection of the above-mentioned conventional wooden building is mainly used for fixing the blade bolts or the brackets with bolts or the like. Did not.

【0004】また従来の木造建造物における柱と、梁又
は桁との仕口は、主として柱にほぞ穴を開けて、梁又は
桁のほぞを嵌入する構造が一般的であったが、柱にほぞ
穴を設けることによって、柱の強度が著しく低下する問
題点があった。
[0004] In addition, the connection between a pillar and a beam or a girder in a conventional wooden building generally has a structure in which a tenon is mainly formed in the pillar and a tenon is inserted into the beam or the girder. There is a problem that the strength of the column is significantly reduced by providing the mortise.

【0005】[0005]

【課題を解決する為の手段】この発明は、木造建造物に
おける仕口部に、直角に屈折すると共に、屈折板の一方
に、柱又は梁等に挿入する鋼管を固定した接合金物を用
いて、柱と梁等と、接合金物とをボルトで一体的に締付
固定することにより、一体化を確実にして、前記従来の
問題点を解決したのである。
SUMMARY OF THE INVENTION The present invention uses a metal joint which is bent at a right angle to a connection portion of a wooden building and has a steel pipe inserted into a pillar or a beam or the like fixed to one of the bending plates. Thus, the column, the beam, and the like, and the joining hardware are integrally tightened and fixed with bolts, thereby ensuring the integration and solving the conventional problem.

【0006】即ち、この発明は、柱と梁等の連結部に直
角に屈折した接合金物を固定した仕口装置において、前
記接合金物の屈折板の一方に柱又は梁等に挿入する鋼管
を固着し、該鋼管の両端にボルトを夫々締付固定して、
前記接合金物と柱と梁等とを固定するものでり、接合金
物を固定するボルトにより筋かい固定金物を固定したも
のである。
That is, the present invention is directed to a joint device in which a joint bent at a right angle is fixed to a connecting portion such as a column and a beam, and a steel pipe inserted into a column or a beam is fixed to one of the refraction plates of the joint. Then, bolts are fixed to both ends of the steel pipe, respectively,
The joint metal, the pillar, the beam and the like are fixed, and the bracing fixing metal is fixed by bolts for fixing the joint metal.

【0007】また一体化構造の発明は、木造三階建の通
し柱と梁等との夫々の連結部に、直角に屈折した接合金
物を固定して、柱と梁等を一体化した構造において、前
記接合金物の一方の屈折板に、柱又は梁等に挿入する鋼
管を固着し、該鋼管の両端にボルトを夫々締付固定し
て、柱と梁等と、接合金物とを夫々一体的に固定するも
のであり、接合金物を固定するボルトにより筋かい固定
金物を固定したものである。
Further, the invention of the integrated structure is a structure in which a pillar and a beam and the like are integrated by fixing a joint metal bent at a right angle to each connecting portion between a through pillar and a beam or the like of a wooden three story building. A steel pipe to be inserted into a column or a beam or the like is fixed to one of the refraction plates of the metal joint, and bolts are fixed to both ends of the steel pipe, respectively, so that the column, the beam or the like, and the metal joint are integrally formed. The bracing fixture is fixed by bolts for fixing the joining hardware.

【0008】更に、接合金物の発明は、直角に屈折した
接合金物の一方の屈折板の、柱又は梁等の当接面に、柱
又は梁等に挿通し、両端部内側に固定ボルトを螺合する
為の螺糸を設けた鋼管を植設したものであり、鋼管の長
さは、柱と梁等を貫通しない長さであって、固定ボルト
が必要強度で螺合できる長さとしたものである。
Further, the invention of the metal joint is to insert a fixing bolt into the inside of both ends by inserting the one refracting plate of the metal joint bent at a right angle into a contact surface such as a column or a beam into the column or the beam. A steel pipe provided with a thread for joining is implanted, and the length of the steel pipe is a length that does not penetrate columns and beams, etc., and is a length that can be screwed with the required strength of the fixing bolt It is.

【0009】前記発明における鋼管の長さは、柱又は梁
等を貫通することなく、ボルトの締代を十分保有すると
共に、ボルトと鋼管との螺合長さを十分とる必要があ
る。従って、ボルトの締代を保有する限り、比較的長い
方が好ましい。
[0009] The length of the steel pipe in the above-mentioned invention must have a sufficient bolt tightening margin without penetrating columns or beams or the like, and also have a sufficient screwing length between the bolt and the steel pipe. Therefore, a relatively long bolt is preferable as long as the bolt has a tightening margin.

【0010】前記接合金物は、仕口に掛る外力に十分耐
え得ることは勿論、変形しない程度の剛性が必要であ
り、鋼板の場合に、例えば3mm以上とする。
[0010] The above-mentioned metal joints need to have sufficient rigidity not to be deformed as well as being able to withstand the external force applied to the connection.

【0011】この発明における梁等とは、梁と桁等の横
架材であって、柱と共に仕口を構成する部材をいう。
The beams and the like in the present invention are horizontal members such as beams and girders, and are members that form joints with columns.

【0012】この発明における接合金物の屈折板と鋼管
とは、溶接固定して一体化する。
In the present invention, the bent plate of the metal joint and the steel pipe are welded and fixed to be integrated.

【0013】[0013]

【発明の実施の形態】この発明は、柱と梁等の接合部
に、直角に屈折した接合金物を当接すると共に、接合金
物の一方の接合板に植設した鋼管を、柱又は梁等に挿入
し、前記鋼管の両端にボルトを螺合することによって、
柱と梁及び接合金物を締付固定して、柱と梁を一体化構
造としたものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention relates to a method in which a joint metal bent at a right angle is brought into contact with a joint between a column and a beam, and a steel pipe planted on one joint plate of the joint metal is joined to a column or a beam. By inserting and screwing bolts to both ends of the steel pipe,
The column and the beam and the joint hardware are tightened and fixed to form an integrated structure of the column and the beam.

【0014】また、互いに直角に屈折した金属板の一方
の屈折板に、柱又は梁等に挿入する鋼管を一本又は二本
直角に溶接固着して、接合金物を形成した。
Further, one or two steel pipes to be inserted into columns or beams are welded and fixed at right angles to one of the metal plates bent at right angles to each other to form a metal joint.

【0015】前記接合金物の固定時に、筋かい固定金物
を前記ボルトで固定する。
At the time of fixing the joint metal, the bracing fixing metal is fixed with the bolt.

【0016】[0016]

【実施例1】この発明の実施例(通し柱部分)を図1、
2、3について説明する。土台1上に通し柱2を立設
し、土台1と、通し柱2との当接部及び土台1の下部
へ、前後、左右(又は左右)から接合金物3、4を当接
すると共に、各接合金物3、4の鋼管5a、5を、夫々
前記土台1と、通し柱2に予め設けた貫通孔内に挿入
し、前記筋かい固定金物7を、前記鋼管5aに対応する
位置で、前記接合金物4に当接する。次に、前記鋼管
5、5aへボルト6、6を螺合して、前記接合金物3、
4と、筋かい固定金物7とを固定する。前記において、
接合金物3は鋼管5aへボルト6、6を螺合することに
よって、締付固定される(図1、図2)。図中35は、
土台1を固定する基礎である。
[Embodiment 1] An embodiment (through column portion) of the present invention is shown in FIG.
A few will be described. Standing pillars 2 are erected on the base 1, and the metal fittings 3, 4 are contacted from front to back, left and right (or left and right) to the contact portion between the base 1 and the pillar 2 and the lower part of the base 1, and 3 and 4, the steel pipes 5a, 5 are respectively inserted into the base 1 and the through-holes provided in the through pillars 2 in advance, and the bracing fixing metal 7 is placed at a position corresponding to the steel pipe 5a. Abut. Next, bolts 6 and 6 are screwed into the steel pipes 5 and 5a, and the metal fittings 3 and
4 and the bracing fixture 7 are fixed. In the above,
The metal joint 3 is fastened and fixed by screwing bolts 6 and 6 to the steel pipe 5a (FIGS. 1 and 2). In the figure, 35
This is the basis for fixing the base 1.

【0017】次に、通し柱2の中間部へ、2階梁8と桁
9を固定するには、通し柱2の2階の床を受ける高さに
対応させて、2階梁8と桁9を当接し、通し柱2と、2
階梁8との当接部には、筋かい固定金物7、7付の接合
金物10、11と、函型の接合金物13と、接合金物1
3の上下に、筋かい固定金物7、7を当接する。同時
に、柱2、梁8、桁9に予め設けた貫通孔に鋼管5、5
を挿入し、鋼管5、5とボルト6、6で固定し、接合金
物13と桁9はボルト6、6で固定する(図1、図
2)。
Next, in order to fix the second floor beam 8 and the girder 9 to the intermediate portion of the through pillar 2, the second floor beam 8 and the girder 9 are fixed in accordance with the height at which the second floor of the through pillar 2 receives the floor. Abutment, through pillars 2 and 2
At the abutting portion with the floor beam 8, bonding hardware 10, 11 with bracing fixing hardware 7, 7, box-shaped bonding hardware 13, and bonding hardware 1 are provided.
The bracing fixtures 7, 7 are brought into contact with the upper and lower portions of 3. At the same time, the steel pipes 5, 5, 5
, And fixed with the steel pipes 5 and 5 and the bolts 6 and 6, and the joint metal 13 and the beam 9 are fixed with the bolts 6 and 6 (FIGS. 1 and 2).

【0018】次に、通し柱2の3階相当部へ3階梁12
と桁15とを当接し、該当接部への柱2と梁12へ接合
金物18を当接し、柱2、梁12の貫通孔内に夫々鋼管
5、5を挿入する。接合金物18に、筋かい固定金物7
を当接し、夫々の鋼管5、5へ、ボルト6、6を螺合し
て、3階梁12と桁15を固定する。各ボルト6、6
は、筋かい固定金物7、7も接合金物18と一体に柱2
等に固定する(図1、図3)。
Next, the third floor beam 12 is moved to a part corresponding to the third floor of the through pillar 2.
And the beam 15 are brought into contact with each other, the metal fitting 18 is brought into contact with the column 2 and the beam 12 at the corresponding contact portion, and the steel pipes 5 and 5 are inserted into the through holes of the column 2 and the beam 12, respectively. The brazing fixture 18 is attached to the joining fixture 18.
And the bolts 6 and 6 are screwed into the respective steel pipes 5 and 5 to fix the third-story beam 12 and the girder 15. Each bolt 6, 6
The bracing fixtures 7 and 7 are also integrated with the
(FIGS. 1 and 3).

【0019】前記通し柱2の上端には、梁19と、軒桁
20を当接し、当接部へ接合金物21、22の鋼管5、
5にボルト6、6を螺合して、通し柱2、梁19、軒桁
20を一体的に固定する。この場合においても、筋かい
固定金物7は、ボルト6、6で固定する。
A beam 19 and an eaves girder 20 are in contact with the upper end of the through column 2, and the steel pipes 5 of the metal fittings 21 and 22 are joined to the contact portions.
The bolts 6 and 6 are screwed into 5, and the through column 2, the beam 19 and the eaves girder 20 are integrally fixed. Also in this case, the bracing fixture 7 is fixed with the bolts 6, 6.

【0020】前記筋かい固定金物7の透孔7aに筋かい
34、34の両端部を固定する(図1)。また図中36
は、水平筋かい固定金物で、前記筋かい固定金物7と同
様にボルト6で一体に固定されている。また、水平筋か
い固定金物36の先端部の透孔に、同様に筋かい34の
両端部を固定する。筋かい34は例えばターンバックル
付きの鋼棒を使用する。
Both ends of the braces 34, 34 are fixed to the through holes 7a of the bracing fixing hardware 7 (FIG. 1). In the figure, 36
Is a horizontal bracing fixture, which is fixed integrally with bolts 6 in the same manner as the bracing fixture 7. Similarly, both ends of the brace 34 are fixed to the through holes at the distal end of the horizontal brace fixing hardware 36. The bracing 34 uses, for example, a steel bar with a turnbuckle.

【0021】[0021]

【実施例2】この発明の他の実施例(各階柱)を図4、
5、6について説明する。土台1a上に、単柱2aを立
設し、土台1aと単柱2aとの当接部へ接合金物3a、
4aを当接すると共に、接合金物3a、4aの鋼管5、
5aを前記土台1aと単柱2aの貫通孔に夫々挿入し、
筋かい固定金物7、7を当接する。前記鋼管5、5aへ
ボルト6、6を螺合して、前記接合金物3a、4aと、
筋かい固定金物7とを固定する。前記において、接合金
物3は、鋼管5aへボルト6、6を螺合することによっ
て、締付固定される(図4)。
[Embodiment 2] Another embodiment (each floor) of the present invention is shown in FIG.
5 and 6 will be described. A single column 2a is erected on the base 1a, and a metal fitting 3a is connected to a contact portion between the base 1a and the single column 2a.
4a and the steel pipes 5 of the joining hardware 3a, 4a,
5a are inserted into the through holes of the base 1a and the single pillar 2a, respectively.
The bracing fixtures 7 are brought into contact. Bolts 6, 6 are screwed into the steel pipes 5, 5a, and the joining hardware 3a, 4a,
The bracing fixture 7 is fixed. In the above, the metal joint 3 is tightened and fixed by screwing the bolts 6 into the steel pipe 5a (FIG. 4).

【0022】次に単柱2aの上端に、2階梁8aを載置
すると共に、2階梁8aの上部へ、単柱2bを設置し、
前記単柱2a、2bと、2階梁8aとの当接部へ接合金
物10、11を当接し、各接合金物10、11の鋼管
5、5を単柱2a、2b及び2階梁8aの貫通孔に夫々
挿入すると共に、筋かい固定金物7、7を当接する。前
記鋼管5、5の両端にボルト6、6を螺合すれば、単柱
2a、2bと、2階梁8aとを一体的に固定することが
できる。この場合に、筋かい固定金物7、7もボルト
6、6によって固定する(図5)。
Next, the second floor beam 8a is placed on the upper end of the single pillar 2a, and the single pillar 2b is installed above the second floor beam 8a.
The metal joints 10, 11 are brought into contact with the contact portions between the single columns 2a, 2b and the second-order beams 8a, and the steel pipes 5, 5 of the respective metal joints 10, 11 are connected to the single columns 2a, 2b and the second-order beams 8a. The bracing fixtures 7 are inserted into the through holes and abut the bracing fixtures 7. If the bolts 6, 6 are screwed to both ends of the steel pipes 5, 5, the single columns 2a, 2b and the second floor beam 8a can be integrally fixed. In this case, the bracing fixtures 7 are also fixed by the bolts 6 (FIG. 5).

【0023】前記単柱2bの上端へ3階梁12aを載置
し、3階梁12a上へ単柱2cを設置し、前記単柱2
b、2cと、3階梁12aとの当接部に、接合金物1
6、17を当接し、その鋼管5、5を単柱2b、2c及
び3階梁12aの貫通孔に夫々挿通し、筋かい固定金物
7、7を当接する。各鋼管5、5の両端にボルト6、6
を締付固定すれば、各接合金物16、17を介して、単
柱2b、2cと、3階梁12aとを、筋かい固定金物
7、7と共に、一体的に固定することができる(図
6)。
The third floor beam 12a is placed on the upper end of the single pillar 2b, and the single pillar 2c is installed on the third floor beam 12a.
b, 2c and the third metal beam 12a,
6 and 17, the steel pipes 5 and 5 are inserted into the through holes of the single columns 2b and 2c and the third-floor beams 12a, respectively, and the bracing fixing hardware 7 and 7 are abutted. Bolts 6, 6 at both ends of each steel pipe 5, 5
Can be fixed together with the bracing fixtures 7, 7 together with the single columns 2b, 2c and the third floor beam 12a via the joint hardware 16, 17. 6).

【0024】次に単柱2cの上端に天井梁19を載置
し、天井梁19と、単柱2cに接合金物21、22を当
接すると共に、各接合金物21、22の鋼管5、5にボ
ルト6、6を締付固定すれば、単柱2cと、天井梁19
とを一体的に固定することができる。この場合に、同様
に筋かい固定金物7、7はボルト6、6で固定する。
Next, a ceiling beam 19 is placed on the upper end of the single pillar 2c, and the metal joints 21 and 22 are brought into contact with the ceiling beam 19 and the single pillar 2c. If the bolts 6, 6 are tightened and fixed, the single column 2c and the ceiling beam 19
Can be integrally fixed. In this case, the bracing fixtures 7 are similarly fixed with bolts 6.

【0025】また、図中36は、水平筋かい固定金物
で、前記実施例1と同様である。筋かい固定金物7、水
平筋かい固定金物36に、筋かい34の両端部を夫々固
定する(図4〜図6)。
Reference numeral 36 in the figure denotes a horizontal bracing fixture, which is the same as in the first embodiment. Both ends of the bracing 34 are fixed to the bracing fixing hardware 7 and the horizontal bracing fixing hardware 36, respectively (FIGS. 4 to 6).

【0026】[0026]

【実施例3】この発明の接合金物の実施例を図7、8、
9について説明する。
Embodiment 3 FIGS. 7 and 8 show an embodiment of the metal joint according to the present invention.
9 will be described.

【0027】鋼板23を直角に屈折して、屈折板23
a、23bとし、屈折板23aにボルト孔24、24を
穿設すると共に、屈折板23bに、透孔24aと連通す
るように、鋼管25を溶接固着すれば、この発明の接合
金物26ができる。前記鋼管の先端部内壁25aに螺糸
が形成されている。また、基端部内壁25bにも螺糸を
形成することもできる(図示していない)。
The steel plate 23 is bent at a right angle to form a refraction plate 23.
a and 23b, bolt holes 24 and 24 are formed in the refraction plate 23a, and a steel pipe 25 is welded and fixed to the refraction plate 23b so as to communicate with the through hole 24a. . A screw thread is formed on the inner wall 25a at the distal end of the steel pipe. Also, a thread can be formed on the base end portion inner wall 25b (not shown).

【0028】次に図8の実施例は、図7の実施例の屈折
板23bに鋼管25、25を溶接固着して、接合金物2
7としたものである。
Next, in the embodiment of FIG. 8, the steel pipes 25, 25 are welded and fixed to the bending plate 23b of the embodiment of FIG.
7 is set.

【0029】また図9は、矩形状の鋼板28の中央部
へ、矩形状の取付片29を斜めに溶接固着すると共に、
前記鋼板28へボルト孔30、30を穿設し、前記取付
片29に取付孔31を穿設して、筋かい固定金物32を
構成した。
FIG. 9 shows a rectangular mounting piece 29 fixed obliquely to the center of a rectangular steel plate 28 by welding.
Bolt holes 30, 30 were drilled in the steel plate 28, and a mounting hole 31 was drilled in the mounting piece 29 to form a bracing fixture 32.

【0030】[0030]

【発明の効果】この発明は、柱を、梁及び桁の仕口に、
接合金物を当接すると共に、接合金物に設けた鋼管を
柱、梁及び桁に挿入し、前記鋼管の両端にボルトを締付
固定することによって、柱、梁及び桁を一体化したの
で、柱、梁、桁の仕口は堅固に構成され、大きな地震等
にも十分耐え得る効果がある。
According to the present invention, columns, beams and beams are connected to each other.
Abutting the joint metal, inserting the steel pipe provided in the joint metal into the column, beam and girder, and tightening and fixing the bolts at both ends of the steel pipe to integrate the column, beam and girder, The connection between the beam and the girder is firmly formed, and has an effect of sufficiently withstanding a large earthquake or the like.

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

【図1】この発明の方法の実施例の一部を省略した正面
図。
FIG. 1 is a front view in which a part of an embodiment of a method of the present invention is omitted.

【図2】同じく仕口部の一部を省略した断面拡大図。FIG. 2 is an enlarged cross-sectional view in which a part of a connection portion is omitted.

【図3】同じく3階と天井部仕口部の一部を省略した断
面拡大図。
FIG. 3 is an enlarged cross-sectional view in which a third floor and a part of a ceiling part are omitted.

【図4】同じく他の実施例の一部を省略した正面図。FIG. 4 is a front view in which a part of another embodiment is omitted.

【図5】同じく仕口部の一部を省略した断面拡大図。FIG. 5 is an enlarged cross-sectional view in which a part of a connection portion is omitted.

【図6】同じく3階と天井部仕口部の一部を省略した一
部断面拡大図。
FIG. 6 is an enlarged partial cross-sectional view of the third floor and a part of a ceiling opening part omitted.

【図7】(a)同じく接合金物の拡大正面図。 (b)同じく図(a)中A−A断面図。FIG. 7 (a) is an enlarged front view of the metal joint. (B) Similarly, FIG.

【図8】(a)同じく他の実施例の拡大正面図。 (b)同じく図(a)中B−B断面図。FIG. 8 (a) is an enlarged front view of another embodiment. (B) A sectional view taken along the line BB in FIG.

【図9】(a)同じく筋かい固定金物の実施例の正面
図。 (b)同じく図(a)中C−C断面図。
FIG. 9 (a) is a front view of the embodiment of the bracing fixture. (B) is a sectional view taken along the line CC in FIG.

【符号の説明】[Explanation of symbols]

1、1a 土台 2 通し柱 2a、2b、2c 単柱 3、3a、4、4a 接合金物 5、5a 鋼管 6 ボルト 7 筋かい固定金物 8 2階梁 9 桁 10、11、13、16、17、18、21、22、2
6、27 接合金物 12 3階梁 15 桁 19 天井梁 20 軒桁 23、28 鋼板 24 ボルト孔 25 鋼管 29 取付片 30 ボルト孔 31 取付孔 32 固定金物 34 筋かい 35 基礎 36 水平筋かい固定金物
DESCRIPTION OF SYMBOLS 1, 1a Base 2 Through column 2a, 2b, 2c Single column 3, 3a, 4, 4a Joint hardware 5, 5a Steel pipe 6 Bolt 7 Brace fixing hardware 8 Second floor beam 9 digits 10, 11, 13, 16, 17, 18 , 21,22,2
6, 27 Joint hardware 12 3rd floor beam 15 girder 19 Ceiling beam 20 eaves girder 23, 28 Steel plate 24 Bolt hole 25 Steel pipe 29 Mounting piece 30 Bolt hole 31 Mounting hole 32 Fixed hardware 34 Bracing 35 Foundation 36 Horizontal bracing fixed hardware

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 柱と梁等の連結部に直角に屈折した接合
金物を固定した仕口装置において、前記接合金物の屈折
板の一方に柱又は梁等に挿入する鋼管を固着し、該鋼管
の両端にボルトを夫々締付固定して、前記接合金物と柱
と梁等とを固定することを特徴とした耐震仕口装置。
1. A joint device in which a joint metal bent at a right angle is fixed to a connecting portion such as a column and a beam, and a steel pipe to be inserted into a pillar or a beam is fixed to one of the refraction plates of the metal joint. A bolt is fastened to each end of the joint to fix the joint metal, the column, the beam and the like.
【請求項2】 接合金物を固定するボルトにより筋かい
固定金物を固定したことを特徴とした請求項1記載の耐
震仕口装置。
2. The seismic connection device according to claim 1, wherein the bracing fixture is fixed by a bolt for fixing the joint.
【請求項3】 木造三階建の通し柱と梁等との夫々の連
結部に、直角に屈折した接合金物を固定して、柱と梁等
を一体化した構造において、前記接合金物の一方の屈折
板に、柱又は梁等に挿入する鋼管を固着し、該鋼管の両
端にボルトを夫々締付固定して、柱と梁等と、接合金物
とを夫々一体的に固定することを特徴とした木造三階建
の柱と梁等の一体化構造。
3. A structure in which a joint bent at a right angle is fixed to each connecting portion between a through pillar and a beam of a three-story wooden building to integrate the pillar and the beam, etc., wherein one of the joints is provided. A steel pipe to be inserted into a column or a beam is fixed to a refraction plate, and bolts are fixedly fastened to both ends of the steel pipe, respectively, whereby the column, the beam and the like, and a metal joint are integrally fixed. Integrated structure of three-story wooden pillars and beams.
【請求項4】 接合金物を固定するボルトにより筋かい
固定金物を固定したことを特徴とする請求項3記載の木
造三階建の柱と梁等の一体化構造。
4. The integrated structure of a wooden three-story column and beam as claimed in claim 3, wherein the bracing fixture is fixed by bolts for fixing the joint.
【請求項5】 直角に屈折した接合金物の一方の屈折板
の、柱又は梁等の当接面に、柱又は梁等に挿通し、両端
部内側に固定ボルトを螺合する為の螺糸を設けた鋼管を
植設したことを特徴とする柱又は梁等の接合金物。
5. A thread for inserting one of the refraction plates of a joint metal bent at a right angle into a contact surface such as a column or a beam into a column or a beam and screwing a fixing bolt inside both ends. A metal joint, such as a column or a beam, in which a steel pipe provided with a rib is planted.
【請求項6】 鋼管の長さは、柱と梁等を貫通しない長
さであって、固定ボルトが必要強度で螺合できる長さと
したことを特徴とした請求項5記載の柱又は梁等の接合
金物。
6. The column or beam or the like according to claim 5, wherein the length of the steel pipe is a length that does not penetrate the column and the beam or the like, and the length is such that the fixing bolt can be screwed with required strength. Metal fittings.
JP2000236969A 2000-08-04 2000-08-04 Integrated structure for earthquake resistant connection device and column and beam, etc., of three- story wooden building, and joint metal Pending JP2002047733A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000236969A JP2002047733A (en) 2000-08-04 2000-08-04 Integrated structure for earthquake resistant connection device and column and beam, etc., of three- story wooden building, and joint metal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000236969A JP2002047733A (en) 2000-08-04 2000-08-04 Integrated structure for earthquake resistant connection device and column and beam, etc., of three- story wooden building, and joint metal

Publications (1)

Publication Number Publication Date
JP2002047733A true JP2002047733A (en) 2002-02-15

Family

ID=18728919

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000236969A Pending JP2002047733A (en) 2000-08-04 2000-08-04 Integrated structure for earthquake resistant connection device and column and beam, etc., of three- story wooden building, and joint metal

Country Status (1)

Country Link
JP (1) JP2002047733A (en)

Similar Documents

Publication Publication Date Title
JP4112564B2 (en) Column and beam connection structure
JPH07150638A (en) Connecting structure for column and horizontal member in wooden building
JP2002047733A (en) Integrated structure for earthquake resistant connection device and column and beam, etc., of three- story wooden building, and joint metal
JP3477074B2 (en) Connection structure of horizontal members and vertical members on upper and lower floors
JP7146427B2 (en) Board mounting hardware and interior structure of buildings
JP3963222B2 (en) Assembled structure of bracing frames used for steel frame structures
JP4057797B2 (en) Assembling method of deformation prevention hardware and frame for joining square steel.
JPH09291593A (en) Column beam joining metallic material and column beam joining structure which uses it
JPS6236883Y2 (en)
JP2004218236A (en) Earthquake-resistant repair method for existing wooden building
JP2008008145A (en) Deformation preventing hardware for joining square steel
JP2955188B2 (en) Prefabricated building
JP2007314937A (en) Column-connected type container house
JP4027278B2 (en) Joining bracket
JP2004183477A (en) Joint metal fitting
JP2006161322A (en) Seismic reinforcing fitting for wooden building
JPS60175814A (en) Attachment of beam connecting reinforcing metal fitting in long square steel pipe pillar
JP3152066B2 (en) Joint structure between columns and horizontal members
JP2006104774A (en) Building member connection structure
JPH04353136A (en) Joint structure of post and beam
JP2000104342A (en) Load bearing structure of wooden building
JP3106773U (en) Roof frame materials and simple frame structures for buildings
JPH02164957A (en) Framework structure
JPH04306335A (en) Structure for jointing part between column and beam
JP2002339483A (en) Prefabricated bearing wall panel and construction method of building using the same