JPH07189347A - Joint for architecture and civil engineering structure - Google Patents

Joint for architecture and civil engineering structure

Info

Publication number
JPH07189347A
JPH07189347A JP33619293A JP33619293A JPH07189347A JP H07189347 A JPH07189347 A JP H07189347A JP 33619293 A JP33619293 A JP 33619293A JP 33619293 A JP33619293 A JP 33619293A JP H07189347 A JPH07189347 A JP H07189347A
Authority
JP
Japan
Prior art keywords
joint member
engaging
joint
civil engineering
male
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.)
Granted
Application number
JP33619293A
Other languages
Japanese (ja)
Other versions
JP2766815B2 (en
Inventor
Nobumune Tamura
暢崇 田村
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 JP5336192A priority Critical patent/JP2766815B2/en
Publication of JPH07189347A publication Critical patent/JPH07189347A/en
Application granted granted Critical
Publication of JP2766815B2 publication Critical patent/JP2766815B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To simply and quickly carry out the joining work of a steel frame beam or the like. CONSTITUTION:A male joint member 10 having an engaging projecting stripe 12 stretching vertically at about right angles to a steel frame beam 30 is fixed to this beam 30. A female joint member 20 having an engaging recess 22 stretching vertically at about right angles to a steel frame beam 40 is fixed to this beam 40. The engaging projecting stripe 12 and the engaging recess 22 are mutually inserted and engaged to unite the male joint member 10 and the female joint member 20 in one body, and a fixing tool is inserted into the fixing tool fitting grooves of both the mutually overlapped members 10, 20 to prevent the vertical movement of both the members 10, 20. Thus the joining work of the steel frame beam can be very simply and quickly carried out to enable shortening the term of work.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、建築・土木構造用継
手に関し、特に、鉄骨の梁を接続するのに好適な建築・
土木構造用継手に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint for construction / civil engineering structure, and particularly to a construction / joint suitable for connecting steel beams.
The present invention relates to a civil structure joint.

【0002】[0002]

【従来の技術】従来より、住宅などの鉄骨造建築におい
て鉄骨の梁を接合する場合、通常、高力ボルト接合が行
われている。高力ボルト接合では、まず、端部に複数の
ボルト孔が形成してある梁に、同様に複数のボルト孔が
形成してあるカバープレートを当てる。次に、接合する
梁の端部を突き合わせた状態で、複数のカバープレート
と梁の多数のボルト孔の位置合わせをしてそれらにボル
トを挿通するとともに、それらボルトにナットを螺合
し、位置の微調整をした後、ナットを締付ける。
2. Description of the Related Art Conventionally, in the case of joining a steel beam in a steel building such as a house, high-strength bolt joining is usually performed. In high-strength bolt joining, first, a beam having a plurality of bolt holes formed at an end thereof is applied with a cover plate similarly having a plurality of bolt holes formed therein. Next, with the ends of the beams to be joined butted together, align the multiple cover plate and the numerous bolt holes of the beam, insert the bolts into them, and screw the nuts onto these bolts. After finely adjusting, tighten the nut.

【0003】この高力ボルト接合では、梁およびカバー
プレートにボルト孔をあけ、梁の端部を突き合わせた不
安定な状態で、複数のカバープレートと梁の多数のボル
ト孔の位置合わせをしてそれらすべてにボルトを挿通す
るとともに、それらボルトにナットを螺合し、位置の微
調整をした後、すべてのナットを締付ける、という工程
が必要である。このため、梁の接合作業に非常に手間を
要するだけでなく長時間を要するという問題がある。
In this high-strength bolt connection, bolt holes are made in the beam and the cover plate, and in the unstable state where the ends of the beam are butted against each other, the plurality of cover plates and the many bolt holes of the beam are aligned with each other. It is necessary to insert the bolts into all of them, screw nuts to the bolts, finely adjust the positions, and then tighten all the nuts. For this reason, there is a problem that the beam joining work not only takes a lot of time and labor but also takes a long time.

【0004】この問題点を解消するため、本発明者は、
接続箇所に雄および雌の係合部を備えた建築・土木構造
用継手を考案し、特許出願(特願平4−128710
号)した。図11および図12は、特願平4−1278
10号に開示されている建築・土木構造用継手の一例を
示しており、図11(a)は雄継手部材の平面図、図1
1(b)はその正面図、図11(c)はその側面図、図
12(a)は雌継手部材の平面図、図12(b)はその
正面図、図12(c)はその側面図である。
In order to solve this problem, the present inventor has
We devised a joint for architectural / civil engineering structures that has male and female engaging parts at the connection point, and applied for a patent (Japanese Patent Application No. 4-128710).
No.) 11 and 12 show Japanese Patent Application No. 4-1278.
1 shows an example of a joint for architectural / civil engineering structure disclosed in No. 10, FIG. 11 (a) is a plan view of a male joint member, FIG.
1 (b) is its front view, FIG. 11 (c) is its side view, FIG. 12 (a) is a plan view of the female joint member, FIG. 12 (b) is its front view, and FIG. 12 (c) is its side view. It is a figure.

【0005】図11において、雄継手部材110は、矩
形板状の本体111の片面に上下に延びる2本の凸条1
12を備えている。両凸条112は、互いに平行であ
り、また、上方から下方に向かって幅が徐々に減少する
テーパ状に形成してある。
In FIG. 11, a male joint member 110 comprises two ridges 1 extending vertically on one surface of a rectangular plate-shaped main body 111.
It has twelve. The two ridges 112 are parallel to each other and are formed in a taper shape whose width gradually decreases from the upper side to the lower side.

【0006】両凸条112の中央付近には、それぞれ、
断面形状が楕円形のキー孔113が形成してある。キー
孔113は、雄継手部材110の厚さ方向に貫通してい
る。図12において、雌継手部材120は、矩形板状の
本体121の片面に上下に延びる2本の凹溝122を備
えている。両凹溝122は、互いに平行であり、また、
上方から下方に向かって幅が徐々に減少するテーパ状に
形成してある。両凹溝122の大きさおよびテーパの傾
斜は、雄継手部材110の2個の凸状112のそれと一
致しており、各凸状112が各係合用凹溝22に正確に
係合するようになっている。
[0006] In the vicinity of the center of each of the ridges 112,
A key hole 113 having an elliptical cross section is formed. The key hole 113 penetrates in the thickness direction of the male joint member 110. In FIG. 12, the female joint member 120 is provided with two concave grooves 122 extending vertically on one surface of a rectangular plate-shaped main body 121. The both concave grooves 122 are parallel to each other, and
It is formed in a tapered shape in which the width gradually decreases from the upper side to the lower side. The size and the inclination of the taper of the both concave grooves 122 are the same as those of the two convex shapes 112 of the male joint member 110, so that each convex shape 112 is accurately engaged with each engaging concave groove 22. Has become.

【0007】両凹溝122の中央付近には、それぞれ、
断面形状が雄継手部材110のキー孔113と一致する
楕円形のキー孔123が形成してある。キー孔123
は、雌継手部材120の厚さ方向に貫通している。これ
らキー孔113、123には、キー孔113、123の
断面形状と同じ断面楕円形の柱状のキーが挿入・嵌合さ
れる。
In the vicinity of the center of the biconcave groove 122,
An elliptical key hole 123 whose cross-sectional shape matches the key hole 113 of the male joint member 110 is formed. Key hole 123
Penetrates in the thickness direction of the female joint member 120. Into these key holes 113 and 123, columnar keys having an elliptical cross section similar to the cross sectional shape of the key holes 113 and 123 are inserted and fitted.

【0008】上述した構成を持つ従来例の雄継手部材1
10および雌継手部材120は、次のようにして使用す
る。
A conventional male joint member 1 having the above-mentioned structure
10 and the female joint member 120 are used as follows.

【0009】図13は、雌継手部材110に雄継手部材
120を挿入・係合させている状態の要部斜視図であ
る。H形鋼の梁130の一端に溶接により雄継手部材1
10を接合する。雄継手部材110の後面には、梁13
0の上フランジ131、ウェブ132および下フランジ
133の端面が接触・接合される。他方、柱150に固
定されたH形鋼の短い梁140の一端に、溶接により雌
継手部材120を接合する。雌継手部材120の後面に
は、梁140の上フランジ141、ウェブ142および
下フランジ143の端面が接触・係合される。
FIG. 13 is a perspective view of an essential part in a state where the male joint member 120 is inserted into and engaged with the female joint member 110. The male joint member 1 is welded to one end of the H-shaped steel beam 130.
Join 10 The beam 13 is provided on the rear surface of the male joint member 110.
The end surfaces of the upper flange 131, the web 132, and the lower flange 133 of No. 0 are contacted and joined. On the other hand, the female joint member 120 is joined to one end of the H-shaped short beam 140 fixed to the column 150 by welding. The end surfaces of the upper flange 141, the web 142, and the lower flange 143 of the beam 140 are in contact with and engaged with the rear surface of the female joint member 120.

【0010】柱150は、鋼製の角パイプ151から構
成され、梁140の接合箇所では、角パイプ151を切
断してその間に補強プレート152を介在して溶接して
ある。梁140の上下フランジ141、143は補強プ
レート152に溶接してあり、ウェブ142は角パイプ
151に溶接してある。◆柱150は、雌継手部材12
0の溶接後、ほぼ垂直に立設される。
The pillar 150 is composed of a square pipe 151 made of steel, and the square pipe 151 is cut at the joint portion of the beam 140 and a reinforcing plate 152 is interposed between the square pipes 151 and welded. The upper and lower flanges 141 and 143 of the beam 140 are welded to the reinforcing plate 152, and the web 142 is welded to the square pipe 151. ◆ The pillar 150 is the female joint member 12
After welding 0, it is erected almost vertically.

【0011】次に、垂直方向を向いた雌継手部材120
の上方から、雄継手部材110を固定した梁130を水
平姿勢を保ちながら下降させ、2個の凸条112を2個
の凹溝122にそれぞれ挿入・係合させる。
Next, the female joint member 120 oriented vertically.
From above, the beam 130 to which the male joint member 110 is fixed is lowered while keeping the horizontal posture, and the two ridges 112 are inserted into and engaged with the two concave grooves 122, respectively.

【0012】この状態では、雄継手部材110のキー孔
113と雌継手部材120のキー孔123が重なり合う
ので、両キー孔113、123にキーを挿入・嵌合させ
る。これで梁130、140の接合作業は完了である。
In this state, the key hole 113 of the male joint member 110 and the key hole 123 of the female joint member 120 overlap each other, so that a key is inserted and fitted into both the key holes 113 and 123. This completes the work of joining the beams 130 and 140.

【0013】なお、特願平4−127810号には、キ
ーの代りにボルトおよびナットにより接合するものある
いはキーとボルトおよびナットを併用して接合するもの
も、併せて開示されている。
It should be noted that Japanese Patent Application No. 4-127810 also discloses a joint that uses bolts and nuts instead of a key, or that jointly uses a key and bolts and nuts.

【0014】[0014]

【発明が解決しようとする課題】特願平4−12781
0号に開示された建築・土木構造用継手では、雄継手部
材および雌継手部材のキー孔あるいはボルト孔に、キー
の挿入・嵌合あるいはボルトの挿入およびナットの螺合
・締付けという作業を行う必要がある。この作業は、図
13より明らかなように、H型鋼の梁130の上下フラ
ンジ131、132の間の狭い場所で行わなければなら
ないため、必ずしも容易ではない。
[Problems to be Solved by the Invention] Japanese Patent Application No. 4-12781
In the joint for building and civil engineering structures disclosed in No. 0, the work of key insertion / fitting or bolt insertion and nut screwing / tightening is performed in the key hole or bolt hole of the male joint member and the female joint member. There is a need. As is clear from FIG. 13, this work must be performed in a narrow space between the upper and lower flanges 131 and 132 of the H-shaped steel beam 130, and is not necessarily easy.

【0015】また、キーを用いた場合は、キーおよびキ
ー孔の精密加工が必要であり、ボルトおよびナットを用
いた場合は、ボルト挿入後にナットの螺合・締付けとい
う作業が必要である。
Further, when the key is used, the key and the key hole need to be precisely machined, and when the bolt and the nut are used, the work of screwing and tightening the nut after inserting the bolt is required.

【0016】この発明は、このような事情に鑑みてなさ
れたものであり、その目的は、梁などの部材の接合作業
が、特願平4−127810号に開示された建築・土木
構造用継手よりも簡易且つ迅速に行なえる建築・土木構
造用継手を低コストで提供することにある。
The present invention has been made in view of the above circumstances, and an object thereof is to join a member such as a beam to a joint for construction / civil engineering structure disclosed in Japanese Patent Application No. 4-127810. It is to provide a joint for construction and civil engineering structures that can be performed more easily and quickly at a lower cost.

【0017】[0017]

【課題を解決するための手段】[Means for Solving the Problems]

(1) この発明の第1の観点の建築・土木構造用継手
は、第1の部材と第2の部材を接合する建築・土木構造
用継手であって、前記第1の部材に対してほぼ直角をな
す係合用凸条を有する、前記第1の部材に固定される雄
継手部材と、前記雄継手部材がその側面に第1の固定具
係合用溝を有していることと、前記第2の部材に対して
ほぼ直角をなし且つ前記係合用凸条に係合可能な係合用
凹溝を有する、前記第2の部材に固定される雌継手部材
と、前記雌継手部材がその側面に第2の固定具係合用溝
を有していることと、前記雄継手部材および前記雌継手
部材が前記係合用凸条および前記係合用凹溝に沿う方向
に移動するのを防止する固定具と、前記固定具が、前記
係合用凸条および前記係合用凹溝を互いに係合させた前
記雄継手部材および前記雌継手部材の側面において、前
記第1の固定具係合用溝および前記第2の固定具係合用
溝に係合されることとを具備してなることを特徴とす
る。
(1) A construction / civil engineering structure joint according to a first aspect of the present invention is a construction / civil engineering structural joint that joins a first member and a second member, and is substantially the same as the first member. A male joint member having a right-angled engaging projection and fixed to the first member; the male joint member having a first fixture engaging groove on a side surface thereof; A female joint member which is substantially perpendicular to the second member and has an engaging groove which is engageable with the engaging ridge, and which is fixed to the second member; A second fixture engaging groove, and a fixture for preventing the male joint member and the female joint member from moving in a direction along the engaging ridge and the engaging groove. , The male fitting member in which the fixing member engages the engaging ridge and the engaging groove with each other, The side surface of the female joint member is engaged with the first fixture engaging groove and the second fixture engaging groove.

【0018】好ましくは、前記第1および第2の固定具
係合用溝がそれぞれ略半円形状であって、前記係合用凸
条および前記係合用凹溝を互いに係合させた時に一つの
円形を形成するものであり、前記固定具が前記円形に嵌
合する円筒体である。
Preferably, each of the first and second fixing tool engaging grooves has a substantially semicircular shape, and when the engaging ridges and the engaging concave grooves are engaged with each other, one circular shape is formed. The fixing member is a cylindrical body that fits in the circular shape.

【0019】好ましくは、前記第1および第2の固定具
係合用溝がそれぞれ略半矩形状であって、前記係合用凸
条および前記係合用凹溝を互いに係合させた時に一つの
矩形を形成するものであり、前記固定具が前記矩形に嵌
合する板状体である。
Preferably, the first and second fixture engaging grooves are each substantially semi-rectangular, and one rectangle is formed when the engaging ridges and the engaging concave grooves are engaged with each other. The fixing tool is a plate-like body that fits into the rectangle.

【0020】好ましくは、前記固定具の断面がコ字状で
あって、その両端が前記雄継手部材と前記雌継手部材に
それぞれ係止可能である。
Preferably, the fixing member has a U-shaped cross section, and both ends thereof can be engaged with the male joint member and the female joint member, respectively.

【0021】好ましくは、前記固定具の両端に膨出部を
有しており、それら膨出部が前記雄継手部材と前記雌継
手部材にそれぞれ係止可能である。
[0021] Preferably, the fixture has bulged portions at both ends thereof, and the bulged portions can be engaged with the male joint member and the female joint member, respectively.

【0022】前記係合用凸条および凹溝は、機械加工や
鋳造等によって前記雄継手部材または雌継手部材に一体
的に形成してもよいし、前記凸条または凹溝を形成する
部材を本体とは別個に形成し、その後に両者をボルト等
によって固定してもよい。
The engaging ridges and groove may be formed integrally with the male joint member or the female joint member by machining or casting, or the member forming the ridge or groove may be formed in the main body. They may be formed separately from each other and then fixed to each other with bolts or the like.

【0023】前記雄継手部材および前記雌継手部材は、
接合される2つの部材の一方の端部にそれぞれ1個取り
付ければ足りるが、2個以上取り付けてもよい。
The male joint member and the female joint member are
It is sufficient to attach one to each one end of the two members to be joined, but two or more may be attached.

【0024】(2) この発明の第2の観点の建築・土
木構造用継手は、第1の部材と第2の部材を接合する建
築・土木構造用継手であって、前記第1の部材に対して
ほぼ直角をなす係合用突起および係合用切欠を側面に有
する、前記第1の部材に固定される第1の継手部材と、
前記第2の部材に対してほぼ直角をなす係合用突起およ
び係合用切欠を側面に有する、前記第2の部材に固定さ
れる第2の継手部材と、前記第1の継手部材と前記第2
の継手部材とをそれらの対向面同士を対向させて相対移
動した時に、前記第1の継手部材の係合用突起および係
合用切欠が前記第2の継手部材の係合用切欠および係合
用突起にそれぞれ係合し、前記第1の継手部材と前記第
2の継手部材の相対移動が防止されることとを具備して
なることを特徴とする。
(2) A construction / civil engineering structure joint according to a second aspect of the present invention is a construction / civil engineering structural joint for joining a first member and a second member to each other. A first joint member fixed to the first member, which has an engaging projection and an engaging notch on the side surface that are substantially perpendicular to each other;
A second joint member fixed to the second member, which has an engaging projection and an engaging notch on the side surface that are substantially perpendicular to the second member, the first joint member, and the second member.
When the joint member and the joint member are relatively moved with their facing surfaces facing each other, the engagement protrusion and the engagement notch of the first joint member respectively correspond to the engagement notch and the engagement protrusion of the second joint member. It engages and it prevents relative movement of the 1st joint member and the 2nd joint member, It is characterized by things.

【0025】雄用と雌用の継手部材および固定具を用意
する必要がないので、第1の観点の場合よりも簡易且つ
迅速に接合作業を行うことができる。
Since it is not necessary to prepare male and female joint members and fixtures, the joining work can be performed more easily and quickly than in the case of the first aspect.

【0026】(3) この発明は、建築構造および土木
構造における2つの部材を接合する箇所であれば、いず
れにも適用可能であり、例えば鉄骨構造以外の建築構造
や地下街やその道路などの土木構造にも適用可能であ
る。
(3) The present invention can be applied to any place where two members are joined to each other in a building structure and a civil engineering structure. For example, a civil structure such as a building structure other than a steel frame structure or an underground mall or its road can be applied. It can also be applied to the structure.

【0027】[0027]

【作用】この発明の第1の観点の建築・土木構造用継手
では、第1の部材に固定した雄継手部材の係合用凸条
と、第2の部材に固定した雌継手部材の係合用凹溝とを
互いに係合させた後、雄継手部材および雌継手部材に設
けられた第1および第2の係合用溝に固定具を係合する
ことにより、両継手部材の相対移動が防止される。こう
して前記両部材の接合が完了する。第1および第2の係
合用溝は、雄継手部材と雌継手部材の側面に設けてある
ので、従来の場合よりも固定具の係合が容易である。こ
のため、鉄骨の梁などの部材接合作業を従来よりいっそ
う簡易且つ迅速に行なうことができる。
In the joint for construction / civil engineering structure according to the first aspect of the present invention, the engaging ridge of the male joint member fixed to the first member and the engaging ridge of the female joint member fixed to the second member. After engaging the groove with each other, by engaging the fixing tool with the first and second engaging grooves provided in the male joint member and the female joint member, relative movement of both joint members is prevented. . Thus, the joining of both members is completed. Since the first and second engagement grooves are provided on the side surfaces of the male joint member and the female joint member, the engagement of the fixture is easier than in the conventional case. For this reason, the work of joining members such as steel beams can be performed more simply and quickly than in the past.

【0028】また、第1および第2の係合用溝および固
定具は加工が容易であるので、製造コストも低廉にする
ことが可能となる。
Further, since the first and second engagement grooves and the fixture are easy to process, the manufacturing cost can be reduced.

【0029】この発明の第2の観点の建築・土木構造用
継手では、第1の継手部材の係合用突起および係合用切
欠を第2の継手部材の係合用切欠および係合用突起にそ
れぞれ係合すれば、第1および第2の継手部材の相対移
動が防止される。また、係合用突起および係合用切欠の
製造も容易である。このため、第1の観点の場合と同様
の効果が得られる。
In the joint for construction / civil engineering structure according to the second aspect of the present invention, the engaging protrusion and the engaging notch of the first joint member are respectively engaged with the engaging notch and the engaging protrusion of the second joint member. Then, relative movement of the first and second joint members is prevented. In addition, the engagement protrusion and the engagement notch can be easily manufactured. Therefore, the same effect as in the case of the first aspect can be obtained.

【0030】[0030]

【実施例】以下、この発明の実施例を添付図面に基づい
て詳細に説明する。ここでは、この発明を鉄骨構造用継
手として適用した実施例について述べるが、これにより
この発明が限定されるものではない。
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. Here, an embodiment in which the present invention is applied as a joint for a steel frame structure will be described, but the present invention is not limited thereto.

【0031】(第1実施例)図2および図3は、この発
明の建築・土木構造用継手の第1実施例を示しており、
図2(a)は雄継手部材の平面図、図2(b)はその正
面図、図2(c)はその側面図、図3(a)は雌継手部
材の平面図、図3(b)はその正面図、図3(c)はそ
の側面図である。
(First Embodiment) FIGS. 2 and 3 show a first embodiment of the joint for building / civil engineering structure according to the present invention.
2A is a plan view of the male joint member, FIG. 2B is a front view thereof, FIG. 2C is a side view thereof, FIG. 3A is a plan view of the female joint member, and FIG. ) Is the front view, and FIG.3 (c) is the side view.

【0032】図2において、雄継手部材10は、矩形板
状の本体11の片面に上下に延びる係合用凸条12を備
えている。係合用凸条12は、上方から下方に向かって
幅が徐々に減少するテーパ状に形成してある。係合用凸
条12の水平断面は、その上端と下端では大きさが異な
るのみで同じ等脚台形(相似形)である。凸状12の高
さは、その全長にわたって一定であり、本体11の厚さ
もその全体にわたって一定である。
In FIG. 2, the male joint member 10 is provided with an engaging ridge 12 extending vertically on one surface of a rectangular plate-shaped main body 11. The engagement ridge 12 is formed in a tapered shape whose width gradually decreases from the upper side to the lower side. The horizontal cross section of the engaging projection 12 has the same isosceles trapezoid (similar shape) except that the upper end and the lower end have different sizes. The height of the convex 12 is constant over its entire length, and the thickness of the main body 11 is also constant over its entire length.

【0033】雄継手部材10の両側面には、後述のリン
グ4を嵌入するための半円状の固定具嵌合用溝13が形
成してある。嵌合用溝13は、雄継手部材10の厚さ方
向に垂直にリング4の厚さとほぼ同じ深さおよびリング
4とほぼ同じ幅で形成される。嵌合用溝13の深さは、
その全長にわたって一定である。また、切欠部14は、
半円状の嵌合用溝13の一部を露出させて形成してあ
る。この切欠部14により、リング4を嵌入する作業が
容易になる利点がある。
Semi-circular fixture fitting grooves 13 are formed on both side surfaces of the male joint member 10 for inserting a ring 4 described later. The fitting groove 13 is formed perpendicularly to the thickness direction of the male joint member 10 with a depth substantially the same as the thickness of the ring 4 and a width substantially the same as the ring 4. The depth of the fitting groove 13 is
It is constant over its entire length. In addition, the notch 14
It is formed by exposing a part of the semicircular fitting groove 13. The notch 14 has an advantage of facilitating the work of fitting the ring 4.

【0034】図3において、雌継手部材20は、矩形板
状の本体21の片面に上下に延びる係合用凹溝22を備
えている。係合用凹溝22は、上方から下方に向かって
幅が徐々に減少するテーパ状に形成してある。係合用凹
溝22の水平断面は、その上端と下端では大きさが異な
るのみで同じ等脚台形(相似形)である。係合用凹溝2
2の深さは、その全長にわたって一定である。係合用凹
溝22の大きさおよびテーパの傾斜は、雄継手部材10
の凸状12のそれと一致しており、凸状12が係合用凹
溝22に正確に係合するようになっている。
In FIG. 3, the female joint member 20 is provided with an engaging groove 22 extending vertically on one surface of a rectangular plate-shaped main body 21. The engaging groove 22 is formed in a tapered shape whose width gradually decreases from the upper side to the lower side. The horizontal cross section of the engaging groove 22 has the same isosceles trapezoidal shape (similar shape) except that the upper end and the lower end have different sizes. Engagement groove 2
The depth of 2 is constant over its entire length. The size and the inclination of the taper of the engaging groove 22 are different from each other in the male joint member 10.
The convex shape 12 coincides with that of the convex shape 12 so that the convex shape 12 is accurately engaged with the engaging groove 22.

【0035】雌継手部材20の両側面には、後述のリン
グ4を嵌入するための半円状の固定具嵌合用溝23が形
成してある。嵌合用溝23は、雌継手部材20の厚さ方
向に垂直にリング4の厚さとほぼ同じ深さ、およびリン
グ4とほぼ同じ幅で形成される。嵌合用溝23の深さ
は、その全長にわたって一定である。嵌合用溝23は、
雄継手部材10と雌継手部材20が係合したときに、半
円状の嵌合用溝13と一致してリング4が正確に嵌合さ
れる一つの円を形成するようになっている。また、切欠
部24は、半円状の嵌合用溝23の一部を露出させて形
成してある。この切欠部24により、嵌合用リング4を
嵌入する作業が容易になる利点がある。
Semi-circular fixture fitting grooves 23 are formed on both side surfaces of the female joint member 20 for inserting a ring 4 described later. The fitting groove 23 is formed perpendicularly to the thickness direction of the female joint member 20 with a depth substantially the same as the thickness of the ring 4 and a width substantially the same as the ring 4. The depth of the fitting groove 23 is constant over its entire length. The fitting groove 23 is
When the male joint member 10 and the female joint member 20 are engaged with each other, the ring 4 is formed to coincide with the semicircular fitting groove 13 so that the ring 4 is fitted accurately. In addition, the cutout portion 24 is formed by exposing a part of the semicircular fitting groove 23. The notch 24 has an advantage of facilitating the work of fitting the fitting ring 4.

【0036】図4(a)は第1実施例の雄継手部材10
と雌継手部材20を係合させた状態の平面図、(b)は
リング4を挿入・係合させている状態の要部斜視図であ
る。嵌合用溝13、23に嵌入する固定具であるリング
4は、半円状の嵌合用溝13、23を一致させて形成さ
れる形状と同じ円形の上端および下端が開口された筒体
で、嵌入したときに嵌合用溝13、23に嵌合するよう
にしてある。リング4の厚さは、嵌合用溝13、23の
深さに等しい。嵌合用溝13、23を合致させ、その中
にリング4を嵌入・嵌合すると、雄継手部材10と雌継
手部材20が凸状12および係合用凹溝22に沿う方向
に移動するのを防止することができる。
FIG. 4A shows the male joint member 10 of the first embodiment.
FIG. 3B is a plan view showing a state in which the female joint member 20 and the female joint member 20 are engaged, and FIG. The ring 4, which is a fixture that fits into the fitting grooves 13 and 23, is a cylindrical body having the same circular upper and lower ends as the shape formed by matching the semicircular fitting grooves 13 and 23, When fitted, they are fitted into the fitting grooves 13 and 23. The thickness of the ring 4 is equal to the depth of the fitting grooves 13 and 23. When the fitting grooves 13 and 23 are aligned and the ring 4 is fitted and fitted therein, the male joint member 10 and the female joint member 20 are prevented from moving in the direction along the convex 12 and the engaging groove 22. can do.

【0037】雄継手部材10と雌継手部材20は、ほぼ
同じ大きさであり、それらの前面(対向面)を対向させ
て係合用凸条12と係合用凹溝22を係合させることが
可能である。図2および図3に示した状態を保ちながら
雄継手部材10を雌継手部材20の上方から下降させ、
あるいは雌継手部材20を雄継手部材10の上方から下
降させて、係合用凸条12を係合用凹溝22内に挿入し
て行くと、係合用凸条12と係合用凹溝22との隙間は
当初は大きいが、徐々に小さくなり、やがてゼロとな
る。 この最後の状態では、係合用凸条12の外周面の
ほぼ全体が係合用凹溝22の内周面に接触し、それ以上
の移動は不可能となる。こうして、停止位置の位置決め
が自動的に行なわれ、雄継手部材10と雌継手部材20
はそのままの状態で接合・一体化される。この最後の状
態では、雄継手部材10と雌継手部材20はほぼ正確に
重なり合う。
The male joint member 10 and the female joint member 20 have substantially the same size, and the engaging projection 12 and the engaging groove 22 can be engaged with their front faces (opposing faces) facing each other. Is. While maintaining the state shown in FIGS. 2 and 3, the male joint member 10 is lowered from above the female joint member 20,
Alternatively, when the female joint member 20 is lowered from above the male joint member 10 and the engaging convex strip 12 is inserted into the engaging concave groove 22, a gap between the engaging convex strip 12 and the engaging concave groove 22 is obtained. Is initially large, but gradually becomes smaller and eventually becomes zero. In this last state, almost the entire outer peripheral surface of the engaging projection 12 comes into contact with the inner peripheral surface of the engaging groove 22, and no further movement is possible. In this way, the stop position is automatically positioned, and the male joint member 10 and the female joint member 20 are
Are joined and integrated as they are. In this last state, the male joint member 10 and the female joint member 20 substantially exactly overlap.

【0038】係合用凸条12と係合用凹溝22を上記の
ような断面形状にしているため、両者12、22を互い
に平行に相対移動させることにより容易に係合させるこ
とができ、しかも、両者12、22を係合させた時に両
者12、22がしっかりと接合される。また、係合用凸
条12の係合用凹溝22への挿入が容易になる。
Since the engaging ridge 12 and the engaging groove 22 have the cross-sectional shapes as described above, they can be easily engaged by moving the both 12 and 22 in parallel with each other. When both 12 and 22 are engaged, both 12 and 22 are firmly joined. Further, the engagement projection 12 can be easily inserted into the engagement groove 22.

【0039】接合・一体化された状態では、雄継手部材
10の嵌合用溝13と雌継手部材20の嵌合用溝23は
正確に合致し、一つの円を形成する。そこで、リング4
を嵌合用溝13、23に嵌入すると、リング4は両方の
嵌合用溝13、23に嵌合し、雄継手部材10と雌継手
部材20はそのままの状態で固定される。
In the joined and integrated state, the fitting groove 13 of the male joint member 10 and the fitting groove 23 of the female joint member 20 are exactly aligned with each other to form one circle. So ring 4
Is fitted into the fitting grooves 13 and 23, the ring 4 fits into both fitting grooves 13 and 23, and the male joint member 10 and the female joint member 20 are fixed as they are.

【0040】第1実施例では、係合用凸条12および係
合用凹溝22がテーパ状になっていて、一体化した時に
係合用凸条12の外周面および係合用凹溝22の内周面
が接触するため、梁30、40の自重およびそれらに作
用する外力による荷重は、係合用凸条12および係合用
凹溝22の周縁部分並びにリング4により支持される。
したがって、前記自重および荷重に耐えられるように、
係合用凸条12および係合用凹溝22並びにリング4の
形状および寸法、さらには材質を設定する。
In the first embodiment, the engaging projection 12 and the engaging groove 22 are tapered, and when integrated, the outer peripheral surface of the engaging projection 12 and the inner peripheral surface of the engaging groove 22 are integrated. Are contacted with each other, the weight of the beams 30 and 40 and the load due to the external force acting on the beams are supported by the peripheral portions of the engaging ridges 12 and the engaging groove 22 and the ring 4.
Therefore, to withstand the weight and load,
The shapes and dimensions of the engaging ridges 12, the engaging groove 22 and the ring 4, and the material thereof are set.

【0041】接合しようとする鉄骨は、雄継手部材10
および雌継手部材20の切欠部14および24が形成さ
れている面(後面)に溶接によって接合する。
The steel frame to be joined is the male joint member 10
And the surface (rear surface) of the female joint member 20 on which the notches 14 and 24 are formed is joined by welding.

【0042】雄継手部材10および雌継手部材20の材
質は、例えばSS400(JISG 3101 一般構
造用圧延鋼材)、SM490A(JIS G 3106
溶接構造用圧延鋼材)が好ましいが、その他の鋼材や鋼
材以外の材料も必要な強度に応じて適宜使用することが
できる。
The materials of the male joint member 10 and the female joint member 20 are, for example, SS400 (JIS G 3101 rolled steel for general structure), SM490A (JIS G 3106).
A rolled steel material for welded structure) is preferable, but other steel materials and materials other than steel materials can be appropriately used according to the required strength.

【0043】雄継手部材10の係合用凸条12は、板材
を切削加工するあるいは鋳造するなどして一体的に形成
してもよいし、板材に棒材を溶接してもよい。雌継手部
材20の係合用凹溝22は、板材を切削加工するあるい
は鋳造するなどして形成してもよいし、板材に係合用凹
溝22以外の箇所を形成する棒材ないし板材を溶接して
もよい。
The engaging projection 12 of the male joint member 10 may be integrally formed by cutting or casting a plate material, or a bar material may be welded to the plate material. The engaging groove 22 of the female joint member 20 may be formed by cutting or casting a plate material, or by welding a bar material or a plate material forming a portion other than the engaging groove 22 to the plate material. May be.

【0044】次に、上述した構成を持つ第1実施例の雄
継手部材10および雌継手部材20の使用方法を説明す
る。
Next, a method of using the male joint member 10 and the female joint member 20 of the first embodiment having the above-mentioned structure will be described.

【0045】図1に示すように、まず、H形鋼の梁30
の一端に溶接により雄継手部材10を接合する。すなわ
ち、係合用凸条12を上下方向に向けるとともに、係合
用凸条12の幅広部が上位に来るように雄継手部材10
を配置し、梁30の端部を雄継手部材10の切欠部14
が形成されている面に当接して適宜方法で溶接する。雄
継手部材10の切欠部14を設けることにより形成され
たH形の凸部を有する面と、梁30の上フランジ31、
ウェブ32および下フランジ33からなるH形の端面
は、それぞれ合致して接触・接合される。梁30と係合
用凸条12とは、できるだけ正確に直角になるようにす
る。
As shown in FIG. 1, first, an H-shaped steel beam 30 is used.
The male joint member 10 is joined to one end of each by welding. That is, the engaging projection 12 is oriented in the vertical direction, and the male joint member 10 is arranged so that the wide portion of the engaging projection 12 is positioned higher.
And the end of the beam 30 is provided with the notch 14 of the male joint member 10.
It abuts on the surface on which is formed and is welded by an appropriate method. A surface having an H-shaped convex portion formed by providing the cutout portion 14 of the male joint member 10, an upper flange 31 of the beam 30,
The H-shaped end faces including the web 32 and the lower flange 33 are in contact with each other and joined together. The beam 30 and the engaging ridge 12 should be at a right angle as accurately as possible.

【0046】なお、梁30は実際はもっと長いが、説明
の都合により短く描いている。これは他の図でも同様で
ある。
Although the beam 30 is actually longer, it is drawn short for convenience of explanation. This also applies to other figures.

【0047】他方、柱70に固定されたH形鋼の短い梁
40の一端に、溶接により雌継手部材20を接合する。
すなわち、係合用凹溝22を上下方向に向けるととも
に、係合用凹溝22の幅広部が上位に来るように雌継手
部材20を配置し、梁40の端部を雌継手部材20の切
欠部24が形成されている面に当接して適宜方法で溶接
する。雌継手部材20の切欠部24を設けることにより
形成されたH形の凸部を有する面と、梁40の上フラン
ジ41、ウェブ42および下フランジ43からなるH形
の端面は、それぞれ合致して接触・接合される。梁40
と係合用凹溝22とは、できるだけ正確に直角になるよ
うにする。
On the other hand, the female joint member 20 is joined to one end of the H-shaped short beam 40 fixed to the column 70 by welding.
That is, the engaging groove 22 is oriented in the vertical direction, the female joint member 20 is arranged such that the wide portion of the engaging groove 22 is positioned higher, and the end portion of the beam 40 is provided with the cutout portion 24 of the female joint member 20. It abuts on the surface on which is formed and is welded by an appropriate method. The surface having the H-shaped convex portion formed by providing the cutout portion 24 of the female joint member 20 and the H-shaped end surface composed of the upper flange 41, the web 42 and the lower flange 43 of the beam 40 are aligned with each other. Contacted and joined. Beam 40
The engaging groove 22 and the engaging groove 22 should be at right angles as accurately as possible.

【0048】柱70は、鋼製の角パイプ71から構成さ
れ、梁40の接合箇所では、角パイプ71を切断してそ
の間に補強プレート72を介在して溶接してある。梁4
0の上下フランジ41、43は補強プレート72に溶接
してあり、ウェブ42は角パイプ51に溶接してある。
The pillar 70 is composed of a square pipe 71 made of steel. At the joint portion of the beam 40, the square pipe 71 is cut, and a reinforcing plate 72 is interposed therebetween and welded. Beam 4
The upper and lower flanges 41 and 43 of No. 0 are welded to the reinforcing plate 72, and the web 42 is welded to the square pipe 51.

【0049】柱50は、雌継手部材20の溶接後、ほぼ
垂直に立設される。しかし、立設してから雌継手部材2
0を溶接してもよい。
After welding the female joint member 20, the column 50 is erected substantially vertically. However, after the female fitting member 2 is erected,
0 may be welded.

【0050】次に、垂直方向を向いた雌継手部材20の
上方から、雄継手部材10を固定した梁30を水平姿勢
を保ちながら下降させ、係合用凸条12を係合用凹溝2
2に挿入・係合させる。そして、係合用凸条12の外周
面が係合用凹溝22の内周面に接触して自動的に位置決
めされるまで、そのまま梁30を下降させる。すると、
雄継手部材10と雌継手部材20は、両者が重なり合っ
たような状態で接合・一体化する。こうして、雄継手部
材10と雌継手部材20から成るこの発明の継手1が結
合される。
Next, the beam 30 to which the male joint member 10 is fixed is lowered from above the female joint member 20 which is oriented in the vertical direction while keeping the horizontal posture, so that the engaging projection 12 is formed into the engaging groove 2.
Insert into 2 and engage. Then, the beam 30 is lowered as it is until the outer peripheral surface of the engaging projection 12 comes into contact with the inner peripheral surface of the engaging concave groove 22 and is automatically positioned. Then,
The male joint member 10 and the female joint member 20 are joined and integrated in such a state that they are overlapped with each other. In this way, the joint 1 of the present invention including the male joint member 10 and the female joint member 20 is joined.

【0051】この状態では、雄継手部材10の嵌合用溝
13と雌継手部材20の嵌合用溝23が重なり合うの
で、両嵌合用溝13、23にリング4を挿入・嵌合させ
る。この時に目視によって、嵌合用溝13、23の合致
状況を外部から容易に調査することができる。両部材1
0、20の係合状態の微調整が用意に行える。
In this state, the fitting groove 13 of the male joint member 10 and the fitting groove 23 of the female joint member 20 overlap each other, so that the ring 4 is inserted and fitted in both fitting grooves 13, 23. At this time, it is possible to easily visually inspect the matching state of the fitting grooves 13 and 23 from the outside. Both members 1
Fine adjustment of the engagement state of 0 and 20 can be easily performed.

【0052】こうして両部材10、20がしっかりと固
定され、外れる恐れがなくなる。これで梁30、40の
接合作業は完了である。
In this way, both members 10 and 20 are firmly fixed and there is no danger of coming off. This completes the work of joining the beams 30 and 40.

【0053】以上の構成を持つ第1実施例では、雄継手
部材10および雌継手部材20に、それぞれリング4を
嵌合するための嵌合用溝13、23を設けただけである
ので、従来のように、精密さを必要とするキー孔を形成
する手間が除かれ、容易に雄継手部材10および雌継手
部材20を形成することができる。
In the first embodiment having the above construction, the male joint member 10 and the female joint member 20 are simply provided with the fitting grooves 13 and 23 for fitting the rings 4, respectively. As described above, it is possible to easily form the male joint member 10 and the female joint member 20 without the trouble of forming the key hole that requires precision.

【0054】また、雄継手部材10および雌継手部材2
0へのリング4の取り付けは、嵌合用溝13、23にリ
ング4を嵌入するだけで完了するので、従来のボルトを
使用して取り付ける場合に比べて、ボルトを螺合した後
に、ナットを締付けるという作業が除かれ、迅速に接合
作業を行うことができる。したがって、梁30、40の
接合作業が簡易にしかも迅速に行なえる。
Further, the male joint member 10 and the female joint member 2
Since the ring 4 is attached to the 0 by simply inserting the ring 4 into the fitting grooves 13 and 23, the nut is tightened after the bolt is screwed, as compared with the case where the conventional bolt is used. That work is eliminated, and the joining work can be performed quickly. Therefore, the work of joining the beams 30 and 40 can be performed easily and quickly.

【0055】さらに、立設した2本の柱50に梁30、
40を接続したときに、係合用凸条12と係合用凹溝2
2が係合することにより、仮止めされた柱50の垂直軸
周りの向きが継手1によって自動的に調整される利点が
ある。
Furthermore, the beam 30 is attached to the two columns 50 that are erected.
When connecting 40, the engaging ridge 12 and the engaging groove 2
The engagement of the two has the advantage that the orientation of the temporarily fastened post 50 about the vertical axis is automatically adjusted by the joint 1.

【0056】(第2実施例)図5は、この発明の第2実
施例の建築・土木構造用継手の平面図である。
(Second Embodiment) FIG. 5 is a plan view of a joint for construction / civil engineering structure according to a second embodiment of the present invention.

【0057】この第2実施例の建築・土木構造用継手1
は、第1実施例では1個のリング4により接合されてい
たところを、2個のリング4aを用いて接合してある他
は、第1実施例と同じ構成を持つ。図5に見るように、
雄継手部材10は、半円状の2個のの嵌合用溝13aを
有している。雌継手部材20は、半円状の2個の嵌合用
溝23aを有している。
Construction / civil engineering structure joint 1 of the second embodiment
Has the same structure as that of the first embodiment except that the two rings 4a are used for joining, whereas the first embodiment uses the one ring 4 for joining. As you can see in Figure 5,
The male joint member 10 has two semicircular fitting grooves 13a. The female joint member 20 has two semicircular fitting grooves 23a.

【0058】第2実施例では、接合・一体化された状態
では、雄継手部材10の嵌合用溝13aと雌継手部材2
0の嵌合用溝23aはそれぞれ正確に合致して円を形成
するので、リング4aを嵌合用溝13aおよび23aに
嵌入・嵌合・嵌合すれば、雄継手部材10と雌継手部材
20はそのままの状態で固定される。
In the second embodiment, the fitting groove 13a of the male joint member 10 and the female joint member 2 in the joined and integrated state.
Since the fitting grooves 23a of 0 form a circle by exactly matching each other, the male joint member 10 and the female joint member 20 remain as they are if the ring 4a is fitted, fitted and fitted into the fitting grooves 13a and 23a. It is fixed in the state of.

【0059】第2実施例はリングを2個用いて固定して
いるので、第1実施例と比べて耐力が増加する利点があ
る。
Since the second embodiment is fixed by using two rings, there is an advantage that the yield strength is increased as compared with the first embodiment.

【0060】(第3実施例)図6は、この発明の建築・
土木構造用継手の第3実施例を示しており、図6(a)
は継手の平面図、図6(b)は、接合用板状体の正面
図、図6(c)は、接合用板状体の側面図、図7は、こ
の継手の斜視図である。
(Third Embodiment) FIG. 6 shows the construction of the present invention.
The 3rd Example of the joint for civil engineering structures is shown, and Drawing 6 (a)
Is a plan view of the joint, FIG. 6 (b) is a front view of the joining plate, FIG. 6 (c) is a side view of the joining plate, and FIG. 7 is a perspective view of the joint.

【0061】この第3実施例の建築・土木構造用継手1
は、第1実施例ではリング4により接合されていたとこ
ろを、接合用板状体5により接合してある他は、第1実
施例と同じ構成を持つ。
Construction / civil engineering structure joint 1 of the third embodiment
Has the same configuration as that of the first embodiment except that it is joined by the joining plate member 5 instead of being joined by the ring 4 in the first embodiment.

【0062】雄継手部材10は、矩形状の嵌合用溝13
cを有している。雌継手部材20は、矩形状の嵌合用溝
23cを有している。板状体5は、本体51とその両端
に直交して設けられた突起52a、52bから構成され
る。これらの突起52a、52bは、断面形状が矩形で
ある。突起52aは、雄継手部材10の切欠部14に係
止され、突起52bは、雌継手部材20の切欠部24に
係止される。突起52a、52bを設けることにより、
雄継手部材10と雌継手部材20がよりしっかりと固定
される。
The male joint member 10 has a rectangular fitting groove 13 for fitting.
have c. The female joint member 20 has a rectangular fitting groove 23c. The plate-shaped body 5 is composed of a main body 51 and projections 52a and 52b provided at both ends thereof at right angles. These protrusions 52a and 52b have a rectangular cross section. The protrusion 52a is locked to the notch 14 of the male joint member 10, and the protrusion 52b is locked to the notch 24 of the female joint member 20. By providing the protrusions 52a and 52b,
The male joint member 10 and the female joint member 20 are more firmly fixed.

【0063】第3実施例では、接合・一体化された状態
では、雄継手部材10の嵌合用溝13cと雌継手部材2
0の嵌合用溝23cは正確に合致して矩形を形成するの
で、板5を嵌合用溝13cおよび23cに嵌入・嵌合す
れば、雄継手部材10と雌継手部材20はそのままの状
態で固定される。
In the third embodiment, the fitting groove 13c of the male joint member 10 and the female joint member 2 in the joined and integrated state.
Since the fitting groove 23c of 0 forms a rectangle by exactly matching, if the plate 5 is fitted and fitted in the fitting grooves 13c and 23c, the male joint member 10 and the female joint member 20 are fixed as they are. To be done.

【0064】(第4実施例)図8は、この発明の建築・
土木構造用継手の第3実施例を示しており、図8(a)
は継手の平面図、図8(b)は、その斜視図である。
(Fourth Embodiment) FIG. 8 shows the construction of the present invention.
The 3rd Example of the joint for civil engineering structures is shown, and Drawing 8 (a)
Is a plan view of the joint, and FIG. 8B is a perspective view thereof.

【0065】この第4実施例の建築・土木構造用継手1
は、第3実施例では矩形の突起52a、52bを有する
接合用板状体5により接合されていたところを、半円状
の突起82を有する接合用板状体8により接合した他
は、第1実施例と同じ構成を持つ。
Construction / Civil Engineering Structure Joint 1 of the Fourth Embodiment
Is joined by the joining plate 5 having the rectangular projections 52a and 52b in the third embodiment, but is joined by the joining plate 8 having the semicircular projections 82. It has the same configuration as that of the first embodiment.

【0066】板状体8は、本体81とその両端に設けら
れた突起82aおよび82bから構成される。これらの
突起82aおよび82bは半円形状である。突起82a
は、雄継手部材10の切欠部14および本体11に係止
され、突起82bは、雌継手部材20の切欠部24およ
び本体21に係止される。突起82a、82bを設ける
ことにより、雄継手部材10と雌継手部材20がよりし
っかりと固定される。第4実施例では、接合・一体化さ
れた状態では、雄継手部材10の嵌合用溝13と雌継手
部材20の嵌合用溝23は正確に一致して矩形を形成す
るので、板8を嵌合用溝13cおよび23cに嵌入・嵌
合すれば、雄継手部材10と雌継手部材20はそのまま
の状態で固定される。
The plate-like body 8 is composed of a main body 81 and projections 82a and 82b provided at both ends thereof. These protrusions 82a and 82b have a semicircular shape. Protrusion 82a
Is locked to the notch 14 and the main body 11 of the male joint member 10, and the protrusion 82b is locked to the notch 24 and the main body 21 of the female joint member 20. By providing the protrusions 82a and 82b, the male joint member 10 and the female joint member 20 are more firmly fixed. In the fourth embodiment, in the joined and integrated state, the fitting groove 13 of the male joint member 10 and the fitting groove 23 of the female joint member 20 are exactly aligned to form a rectangle, so that the plate 8 is fitted. The male joint member 10 and the female joint member 20 are fixed as they are by fitting / fitting into the joint grooves 13c and 23c.

【0067】(第5実施例)図9は、第5実施例を示
す。第5実施例は、第1実施例(図2参照)の雄継手部
材10を柱70に直接固定したものに相当する。
(Fifth Embodiment) FIG. 9 shows a fifth embodiment. The fifth embodiment corresponds to the male joint member 10 of the first embodiment (see FIG. 2) directly fixed to the column 70.

【0068】雄継手部材10の本体11は、図9に示す
ように、補強プレート72と一体にされて柱70に直接
固定される。すなわち、雄継手部材70の本体は柱70
に埋め込まれ、凸部12が柱70から突出した形状にな
っている。
As shown in FIG. 9, the body 11 of the male joint member 10 is integrated with the reinforcing plate 72 and directly fixed to the column 70. That is, the main body of the male joint member 70 is the pillar 70.
Embedded therein, the convex portion 12 has a shape protruding from the column 70.

【0069】このように、この発明の継手1は、雌継手
部材20を柱70に固定された短い梁40に固定する他
に、柱70に直接固定する方法でも使用することができ
る。なお、雄継手部材10を補強プレート72ではな
く、角パイプ71に直接固定してもよい。
As described above, the joint 1 of the present invention can be used not only for fixing the female joint member 20 to the short beam 40 fixed to the column 70, but also for directly fixing it to the column 70. The male joint member 10 may be directly fixed to the square pipe 71 instead of the reinforcing plate 72.

【0070】上記第1〜第5実施例では、リングおよび
板状体を用いて雄・雌両継手部材を接合しているが、雄
継手部材10および雌継手部材20がそれら係合用凸条
12および係合用凹溝22に沿う方向に移動するのを防
止する固定具であれば、リング4、接合用板状体5、8
および嵌合用溝13、23の数および形状も任意に変更
可能である。
In the above-mentioned first to fifth embodiments, the male and female joint members are joined together by using the ring and the plate-shaped body, but the male joint member 10 and the female joint member 20 are provided with the engaging projections 12. And, if it is a fixture that prevents movement in the direction along the engaging groove 22, the ring 4, the joining plate-like bodies 5, 8
Also, the number and shape of the fitting grooves 13 and 23 can be arbitrarily changed.

【0071】(第6実施例)図10は、この発明の建築
・土木構造用継手の第6実施例を示しており、図10
(a)は継手の平面図、図10(b)はその側面図、図
10(c)はその斜視図である。
(Sixth Embodiment) FIG. 10 shows a sixth embodiment of the joint for building / civil engineering structure according to the present invention.
10A is a plan view of the joint, FIG. 10B is a side view thereof, and FIG. 10C is a perspective view thereof.

【0072】この第6実施例の建築・土木構造用継手1
は、上記第1〜第5実施例に示したような固定具を使用
せずに、同じ構造を持つ継手部材61a、61bを係合
させるものである。
Construction / civil engineering structure joint 1 of the sixth embodiment
Is to engage the joint members 61a and 61b having the same structure without using the fixtures as shown in the first to fifth embodiments.

【0073】図10(a)において、継手部材61a
は、矩形板状の本体61aの上端の両角部に係合用切欠
部63aを有し、下端の両角部に係合用突起62aを備
えている。突起62aの垂直断面は、図2(b)から理
解されるように、鋭角を備えた台形状である。係合用突
起62aの高さおよび厚さは、その全長にわたって一定
である。係合用切欠部63aは、係合用突起62aの向
きを上下逆にした同じ形状である。継手部材60bは、
継手部材60aと同じ構成を持つ。
In FIG. 10A, the joint member 61a
Has a notch 63a for engagement at both corners at the upper end of a rectangular plate-shaped body 61a, and projections 62a for engagement at both corners at the lower end. The vertical cross section of the protrusion 62a has a trapezoidal shape with an acute angle, as can be understood from FIG. The height and thickness of the engagement protrusion 62a are constant over the entire length thereof. The engaging notch 63a has the same shape with the engaging projection 62a turned upside down. The joint member 60b is
It has the same structure as the joint member 60a.

【0074】図2(b)および(c)に示されるよう
に、継手部材60aと継手部材60bの係合用突起が形
成されている面を対向させて、継手部材60aの係合用
突起62aと継手部材60bの係合用切欠部63b、お
よび、継手部材60aの係合用切欠部63aと継手部材
60bの係合用突起62bを係合させることが可能であ
る。
As shown in FIGS. 2B and 2C, the surfaces of the joint member 60a and the joint member 60b on which the engagement protrusions are formed are opposed to each other, and the engagement protrusions 62a of the joint member 60a and the joints are joined together. It is possible to engage the engagement notch 63b of the member 60b, and the engagement notch 63a of the joint member 60a with the engagement protrusion 62b of the joint member 60b.

【0075】継手部材60aを継手部材60bの上方か
ら下降させ、あるいは継手部材60bを継手部材60a
の上方から下降させて、継手部材60aの係合用突起6
2aを継手部材60bの係合用切欠部63b内に挿入
し、継手部材60aの係合用切欠部63a内に継手部材
60bの係合用突起62bを挿入して行く。この状態で
は、係合用突起62a、62bの外周面のほぼ全体が係
合用切欠部63a、63bの内周面に接触し、それ以上
の移動は不可能となる。
The joint member 60a is lowered from above the joint member 60b, or the joint member 60b is moved to the joint member 60a.
The engaging projection 6 of the joint member 60a.
2a is inserted into the engagement notch 63b of the joint member 60b, and the engagement protrusion 62b of the joint member 60b is inserted into the engagement notch 63a of the joint member 60a. In this state, almost the entire outer peripheral surfaces of the engaging protrusions 62a and 62b contact the inner peripheral surfaces of the engaging notches 63a and 63b, and further movement is impossible.

【0076】こうして、停止位置の位置決めが自動的に
行なわれ、継手部材60aと継手部材60bはそのまま
の状態で接合・一体化される。この状態では、継手部材
60aと継手部材60bはほぼ正確に重なり合う。
Thus, the stop position is automatically positioned, and the joint member 60a and the joint member 60b are joined and integrated as they are. In this state, the joint member 60a and the joint member 60b almost exactly overlap each other.

【0077】突起62と切欠部63を上記のような断面
形状にしているため、両者62、63を互いに平行に相
対移動させることにより容易に係合させることができ、
しかも、両者62、63を係合させた時に両者62、6
3がしっかりと接合される。また、突起62の切欠部6
3への挿入が容易である。
Since the projection 62 and the notch 63 have the above-described cross-sectional shapes, they can be easily engaged by moving the two 62, 63 relative to each other in parallel.
Moreover, when the two 62, 63 are engaged, the two 62, 6
3 is firmly joined. In addition, the notch 6 of the protrusion 62
3 is easy to insert.

【0078】第6実施例も、第1実施例と同様に、建築
・土木構造用継手1が梁30、40の自重およびそれら
に作用する外力による荷重に耐えられるように、突起6
2および切欠部63の形状および寸法、さらには材質を
設定する。なお、突起62の形状は適宜、変更可能であ
る。
Similarly to the first embodiment, in the sixth embodiment, the projection 6 is provided so that the joint for building / civil engineering structure can withstand the weight of the beams 30 and 40 and the load due to the external force acting on them.
2 and the shape and size of the notch 63, and the material are set. The shape of the protrusion 62 can be changed as appropriate.

【0079】この発明の継手部材10、20の形状およ
び材質は、所望の剛性を持つものであれば特に限定され
ない。
The shapes and materials of the joint members 10 and 20 of the present invention are not particularly limited as long as they have desired rigidity.

【0080】なお、この発明の継手は、ここで例示した
梁の継手に適用するのが好ましいが、鉄骨を接合する箇
所であればその他の箇所(例えば橋、高架道路)にも適
用することができる。さらに、2つの部材を接合するも
のであれば、建築・土木構造以外の建築構造、および例
えば地下街やその道路などの土木構造にも適用可能であ
る。
The joint of the present invention is preferably applied to the beam joint illustrated here, but may be applied to other places (for example, bridges and elevated roads) as long as it is a place where steel frames are joined. it can. Further, as long as it joins two members, it can be applied to a building structure other than a building / civil engineering structure, and a civil engineering structure such as an underground mall or its road.

【0081】[0081]

【発明の効果】以上説明したように、この発明の建築・
土木構造用継手によれば、梁などの部材の接合作業が、
従来よりも簡易且つ迅速に行なえる。このため工期を短
縮することができる。また、低廉に製造することができ
る。
As described above, the construction of the present invention
According to the joint for civil engineering structure, the work of joining members such as beams
Simpler and faster than before. Therefore, the construction period can be shortened. In addition, it can be manufactured at low cost.

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

【図1】この発明の建築・土木構造用継手の第1実施例
の雌継手部材に、雄継手部材を挿入・係合させている状
態の要部斜視図である。
FIG. 1 is a perspective view of an essential part of a state in which a male joint member is inserted into and engaged with a female joint member of a first embodiment of a joint for building / civil engineering structure according to the present invention.

【図2】(a)はこの発明の建築・土木構造用継手の第
1実施例の雄継手部材の平面図、(b)はその正面図、
(c)はその側面図である。
FIG. 2 (a) is a plan view of a male joint member of the first embodiment of the joint for building / civil engineering structure according to the present invention, and FIG. 2 (b) is a front view thereof.
(C) is a side view.

【図3】(a)はこの発明の建築・土木構造用継手の第
1実施例の雌継手部材の平面図、(b)はその正面図、
(c)はその側面図である。
FIG. 3 (a) is a plan view of a female joint member of the first embodiment of the joint for building / civil engineering structure according to the present invention, and FIG. 3 (b) is a front view thereof.
(C) is a side view.

【図4】(a)は第1実施例の雄継手部材と雌継手部材
を係合させた状態を示す平面図、(b)はリングを挿入
・係合させている状態の要部斜視図である。
FIG. 4A is a plan view showing a state in which a male joint member and a female joint member of the first embodiment are engaged, and FIG. 4B is a perspective view of a main part in a state where a ring is inserted and engaged. Is.

【図5】この発明の建築・土木構造用継手の第2実施例
の雄継手部材と雌継手部材を係合させた状態を示す平面
図である。
FIG. 5 is a plan view showing a state where the male joint member and the female joint member of the second embodiment of the joint for building / civil engineering structure of the present invention are engaged.

【図6】(a)は第3実施例の雄継手部材と雌継手部材
を係合させた状態を示す平面図、(b)は接合用板の正
面図、(c)は接合用板の側面図である。
6A is a plan view showing a state in which a male joint member and a female joint member of the third embodiment are engaged, FIG. 6B is a front view of a joining plate, and FIG. 6C is a joining plate. It is a side view.

【図7】第3実施例の雄継手部材と雌継手部材を係合さ
せた状態を示す要部斜視図である。
FIG. 7 is a perspective view of relevant parts showing a state in which a male joint member and a female joint member of the third embodiment are engaged with each other.

【図8】(a)は第4実施例の雄継手部材と雌継手部材
を係合させた状態を示す平面図、(b)はその斜視図で
ある。
FIG. 8A is a plan view showing a state in which a male joint member and a female joint member of the fourth embodiment are engaged, and FIG. 8B is a perspective view thereof.

【図9】この発明の建築・土木構造用継手の第5実施例
の雌継手部材に、雄継手部材を挿入・係合させている状
態の要部斜視図である。
FIG. 9 is a perspective view of an essential part of a state where a male joint member is inserted into and engaged with a female joint member of a fifth embodiment of the building / civil structure joint of the present invention.

【図10】(a)はこの発明の建築・土木構造用継手の
第6実施例の継手部材の平面図、(b)は各継手部材の
正面図、(c)はそれら両継手部材を組合わせた状態の
斜視図である。
FIG. 10 (a) is a plan view of a joint member of a sixth embodiment of a joint for building / civil engineering structure of the present invention, (b) is a front view of each joint member, and (c) is a combination of both joint members. It is a perspective view of the combined state.

【図11】従来例の建築・土木構造用継手を示す(a)
は雄継手部材の平面図、(b)はその正面図、(c)は
その側面図である。
FIG. 11 shows a conventional joint for construction / civil engineering structure (a).
Is a plan view of the male joint member, (b) is a front view thereof, and (c) is a side view thereof.

【図12】従来例の建築・土木構造用継手を示す(a)
は雌継手部材の平面図、(b)はその正面図、(c)は
その側面図である。
FIG. 12 shows a conventional joint for construction / civil engineering structure (a).
Is a plan view of the female joint member, (b) is a front view thereof, and (c) is a side view thereof.

【図13】従来例の建築・土木構造用継手の雌継手部材
に、雄継手部材を挿入・係合させている状態の要部斜視
図である。
FIG. 13 is a perspective view of an essential part of a state in which a male joint member is inserted into and engaged with a female joint member of a conventional construction / civil structure joint.

【符号の説明】[Explanation of symbols]

1 建築・土木構造用継手 4 リング 10 雄継手部材 11 本体 12 係合用凸条 13、13a、13c 固定具嵌合用溝 14、14a、14c 切欠部 20 雌継手部材 21 本体 22 係合用凹溝 23、23a、23c 固定具嵌合用溝 24、24a、24c 切欠部 30 梁 31 上フランジ 32 ウェブ 33 下フランジ 40 梁 41 上フランジ 42 ウェブ 43 下フランジ 70 柱 71 パイプ 72 補強プレート 5、 接合用板 51 本体 52a、52b 突起 8、 接合用板 81 本体 82a、82b 突起 60、60a、60b 継手部材 61、61a、61b 本体 62、62a、62b 係合用突起 63、63a、63b 係合用切欠部 DESCRIPTION OF SYMBOLS 1 Joint for building / civil engineering structure 4 Ring 10 Male joint member 11 Main body 12 Envelope for engagement 13, 13a, 13c Fixing fitting groove 14, 14a, 14c Notch 20 Female joint member 21 Main body 22 Engaging groove 23, 23a, 23c Fixing fitting groove 24, 24a, 24c Notch 30 Beam 31 Upper flange 32 Web 33 Lower flange 40 Beam 41 Upper flange 42 Web 43 Lower flange 70 Column 71 Pipe 72 Reinforcement plate 5, Joining plate 51 Main body 52a , 52b Protrusion 8, Bonding plate 81 Main body 82a, 82b Protrusion 60, 60a, 60b Joint member 61, 61a, 61b Main body 62, 62a, 62b Engagement protrusion 63, 63a, 63b Engagement notch

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 第1の部材と第2の部材を接合する建築
・土木構造用継手であって、 前記第1の部材に対してほぼ直角をなす係合用凸条を有
する、前記第1の部材に固定される雄継手部材と、 前記雄継手部材がその側面に第1の固定具係合用溝を有
していることと、 前記第2の部材に対してほぼ直角をなし且つ前記係合用
凸条に係合可能な係合用凹溝を有する、前記第2の部材
に固定される雌継手部材と、 前記雌継手部材がその側面に第2の固定具係合用溝を有
していることと、 前記雄継手部材および前記雌継手部材が前記係合用凸条
および前記係合用凹溝に沿う方向に移動するのを防止す
る固定具と、 前記固定具が、前記係合用凸条および前記係合用凹溝を
互いに係合させた前記雄継手部材および前記雌継手部材
の側面において、前記第1の固定具係合用溝および前記
第2の固定具係合用溝に係合されることとを具備してな
ることを特徴とする建築・土木構造用継手。
1. A joint for architectural / civil engineering structure, which joins a first member and a second member, wherein the first member has an engaging ridge substantially perpendicular to the first member. A male joint member fixed to the member; the male joint member having a first fixture engaging groove on its side surface; A female joint member fixed to the second member, having an engaging groove for engagement with the ridge, and the female joint member having a second fastener engaging groove on its side surface. A fixture for preventing the male joint member and the female joint member from moving in a direction along the engaging ridge and the engaging groove, and the fixture includes the engaging ridge and the engaging member. In the side surfaces of the male joint member and the female joint member in which the fitting groove is engaged with each other, 1. A fitting for construction / civil engineering structure, characterized in that it is engaged with one fixing tool engaging groove and the second fixing tool engaging groove.
【請求項2】 前記第1および第2の固定具係合用溝が
それぞれ略半円形状であって、前記係合用凸条および前
記係合用凹溝を互いに係合させた時に一つの円形を形成
するものであり、前記固定具が前記円形に嵌合する円筒
体である請求項1に記載の建築・土木構造用継手。
2. The first and second fixture engaging grooves each have a substantially semi-circular shape, and when the engaging ridges and the engaging concave grooves are engaged with each other, a single circle is formed. The joint for building / civil engineering structure according to claim 1, wherein the fixture is a cylindrical body that fits in the circular shape.
【請求項3】 前記第1および第2の固定具係合用溝が
それぞれ略半矩形状であって、前記係合用凸条および前
記係合用凹溝を互いに係合させた時に一つの矩形を形成
するものであり、前記固定具が前記矩形に嵌合する板状
体である請求項1に記載の建築・土木構造用継手。
3. The first and second fixture engaging grooves each have a substantially semi-rectangular shape, and one rectangle is formed when the engaging ridges and the engaging concave grooves are engaged with each other. The joint for building / civil engineering structure according to claim 1, wherein the fixture is a plate-like body that fits into the rectangle.
【請求項4】 前記固定具の断面がコ字状であって、そ
の両端が前記雄継手部材と前記雌継手部材にそれぞれ係
止可能である請求項3に記載の建築・土木構造用継手。
4. The joint for building / civil engineering structure according to claim 3, wherein the fixture has a U-shaped cross section, and both ends thereof can be engaged with the male joint member and the female joint member, respectively.
【請求項5】 前記固定具の両端に膨出部を有してお
り、それら膨出部が前記雄継手部材と前記雌継手部材に
それぞれ係止可能である請求項3に記載の建築・土木構
造用継手。
5. The construction / civil engineering according to claim 3, wherein bulges are provided at both ends of the fixture, and the bulges can be locked to the male joint member and the female joint member, respectively. Structural joint.
【請求項6】 第1の部材と第2の部材を接合する建築
・土木構造用継手であって、 前記第1の部材に対してほぼ直角をなす係合用突起およ
び係合用切欠を側面に有する、前記第1の部材に固定さ
れる第1の継手部材と、 前記第2の部材に対してほぼ直角をなす係合用突起およ
び係合用切欠を側面に有する、前記第2の部材に固定さ
れる第2の継手部材と、 前記第1の継手部材と前記第2の継手部材とをそれらの
対向面同士を対向させて相対移動した時に、前記第1の
継手部材の係合用突起および係合用切欠が前記第2の継
手部材の係合用切欠および係合用突起にそれぞれ係合
し、前記第1の継手部材と前記第2の継手部材の相対移
動が防止されることとを具備してなることを特徴とする
建築・土木構造用継手。
6. A joint for construction / civil engineering structure, which joins a first member and a second member, and has an engaging projection and an engaging notch on the side surface that are substantially perpendicular to the first member. , A first joint member fixed to the first member, and an engagement protrusion and an engagement notch which are substantially perpendicular to the second member on a side surface, and are fixed to the second member. When the second joint member and the first joint member and the second joint member are relatively moved with their facing surfaces facing each other, the engaging protrusion and the engaging notch of the first joint member. Respectively engage with the engaging notches and the engaging projections of the second joint member to prevent relative movement of the first joint member and the second joint member. A characteristic joint for construction and civil engineering structures.
JP5336192A 1993-12-28 1993-12-28 Architectural and civil engineering joints Expired - Lifetime JP2766815B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5336192A JP2766815B2 (en) 1993-12-28 1993-12-28 Architectural and civil engineering joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5336192A JP2766815B2 (en) 1993-12-28 1993-12-28 Architectural and civil engineering joints

Publications (2)

Publication Number Publication Date
JPH07189347A true JPH07189347A (en) 1995-07-28
JP2766815B2 JP2766815B2 (en) 1998-06-18

Family

ID=18296601

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5336192A Expired - Lifetime JP2766815B2 (en) 1993-12-28 1993-12-28 Architectural and civil engineering joints

Country Status (1)

Country Link
JP (1) JP2766815B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10195989A (en) * 1997-01-08 1998-07-28 Nippon Light Metal Co Ltd Connection structure of structural materials
CN103008527A (en) * 2012-12-16 2013-04-03 常州赛奇链传动有限公司 Link plate and accessory connecting method and connecting structure
JP2016217000A (en) * 2015-05-20 2016-12-22 株式会社技研製作所 Elevated structure and construction method thereof
JP2021011793A (en) * 2019-07-09 2021-02-04 ニットウウッドサプライ合同会社 Column-beam joint structure and wooden structures

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6360342A (en) * 1986-08-29 1988-03-16 株式会社 巴組鐵工所 Joint device of metal structure
JPH01120410A (en) * 1987-10-30 1989-05-12 Hitachi Ltd Split joint of horizontal members

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6360342A (en) * 1986-08-29 1988-03-16 株式会社 巴組鐵工所 Joint device of metal structure
JPH01120410A (en) * 1987-10-30 1989-05-12 Hitachi Ltd Split joint of horizontal members

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10195989A (en) * 1997-01-08 1998-07-28 Nippon Light Metal Co Ltd Connection structure of structural materials
CN103008527A (en) * 2012-12-16 2013-04-03 常州赛奇链传动有限公司 Link plate and accessory connecting method and connecting structure
JP2016217000A (en) * 2015-05-20 2016-12-22 株式会社技研製作所 Elevated structure and construction method thereof
JP2021011793A (en) * 2019-07-09 2021-02-04 ニットウウッドサプライ合同会社 Column-beam joint structure and wooden structures

Also Published As

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