JP2000170248A - Cross linking tool for h-steel product - Google Patents

Cross linking tool for h-steel product

Info

Publication number
JP2000170248A
JP2000170248A JP10377747A JP37774798A JP2000170248A JP 2000170248 A JP2000170248 A JP 2000170248A JP 10377747 A JP10377747 A JP 10377747A JP 37774798 A JP37774798 A JP 37774798A JP 2000170248 A JP2000170248 A JP 2000170248A
Authority
JP
Japan
Prior art keywords
plate
steel material
flange
steel
horizontal
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
JP10377747A
Other languages
Japanese (ja)
Inventor
Yukiharu Maruyama
行治 丸山
Yoshitoshi Matsushita
義利 松下
Masaru Ishiwatari
勝 石渡
Hiroshi Yasutsune
博志 安恒
Masaki Sakamoto
昌己 坂本
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.)
TOBU YACHIDA KENSETSU KK
Original Assignee
TOBU YACHIDA KENSETSU KK
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 TOBU YACHIDA KENSETSU KK filed Critical TOBU YACHIDA KENSETSU KK
Priority to JP10377747A priority Critical patent/JP2000170248A/en
Publication of JP2000170248A publication Critical patent/JP2000170248A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a cross linking tool for H-steel products used as a pair of couplers and capable of transversely connecting and fixing the H-steel products simply, safely and reliably by inserting the flange edge of one H-steel product into an insertion section formed on vertical plates, inserting the flange edge of the other H-steel product into an insertion section formed on horizontal plates, and fastening both couplers. SOLUTION: Couplers are used as a pair. A reinforcing plate is welded to one side edge of a substrate 1 having a vertical plate 1A and a horizontal plate 1B having the same width and length as 1/2 or below of the flange width of an H-steel product. Insertion section forming plates folded in the opposite direction are welded to the outside of the vertical plate 1A, and the outside of the horizontal plate 1B are welded to the other side end of the substrate 1 (1A, 1B) to form insertion sections 3A, 3B insertable with the flange edges of H-steel products. A fastening bolt insertion hole is bored nearly at the center position of the reinforcing plate.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は土木工事や建築工事に多
用されてなるH鋼材を簡便に且安全確実に連結固定しえ
るH鋼材の交差連結具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an H-steel cross-connecting device which can easily and safely and securely connect and fix H-steel materials frequently used in civil engineering and construction works.

【0002】[0002]

【従来技術】土木工事におては工事のための各種の防護
棚や係止棚を予め形成し、更に建築工事においては躯体
を形成する主柱を初め仮設構築物の構成のため、或いは
既設構築物の空間を再利用して店舗や倉庫等の簡易な構
築物を構築するに際しては、強靱性と取扱性に優れてい
ること等によりH鋼材が多量に使用されている。ところ
でこれらに使用されるH鋼材は、その使用目的に合せ該
H鋼材相互を連結して長尺状としたり、或いは構造物に
適合しえるよう多様に交差連結させる必要が当然に生ず
るものであって、従来においては図5に示すようにH鋼
材A相互を連結させたうえその連結部分に連結プレート
Bを接合させて、該連結プレートBとH鋼材Aとを多数
の連結ボルトCで螺合締縮させて連結させたり、或いは
交差連結に際してはH鋼材Aに直交するよう他方のH鋼
材Aを接合させるとともに、該接合部分に接合しえるよ
う略直角に曲折された連結コーナープレートDを接合さ
せたうえ、該連結コーナープレートDとH鋼材Aとを多
数の連結ボルトCを以って螺合締縮させて連結させる方
法や、更には図6に示す如くH鋼材Aの交差連結に際し
て連結プレートBや連結コーナープレートDの一側端を
一方のH鋼材Aに熔接固定Eしたうえ、多数の連結ボル
トCを用いて他方のH鋼材Aと螺合締縮させて連結させ
る方法等が用いられている。
2. Description of the Related Art In civil engineering work, various protective shelves and retaining shelves for construction are formed in advance, and in construction work, the main pillars forming a skeleton and the construction of temporary structures or existing structures are constructed. When a simple structure such as a store or a warehouse is constructed by reusing the space described above, a large amount of H steel is used due to its excellent toughness and handleability. By the way, the H steel materials used in these materials naturally need to be connected to each other to have a long shape in accordance with the purpose of use, or to be variously cross-connected so as to be adaptable to the structure. Conventionally, as shown in FIG. 5, the H steel members A are connected to each other, and a connecting plate B is joined to the connecting portion, and the connecting plate B and the H steel members A are screwed together with a number of connecting bolts C. At the time of crimped connection or cross connection, the other H steel material A is joined so as to be orthogonal to the H steel material A, and a connection corner plate D bent at a substantially right angle so as to be joined to the joint portion is joined. Then, the connecting corner plate D and the H steel material A are screwed and tightened with a number of connecting bolts C to connect them, and further, as shown in FIG. Pre B and one end of the connecting corner plate D are welded and fixed E to one H steel material A, and then connected to the other H steel material A by screwing and crimping using a number of connecting bolts C. Have been.

【0003】然るにかかる現状のH鋼材Aの連結手段に
おいては、多数に亘る連結プレートBや連結コーナープ
レートDとともに極めて大多数の連結ボルトCを用意
し、而も連結固定に際しての連結ボルトCを挿通させる
ための多数の連結ボルト挿通孔をH鋼材に予め穿孔させ
ておかねばならず、且連結プレートBや連結コーナープ
レートDの一側端を熔接させて連結固定を図るものでは
該熔接作業とも相俟ってコストが増大し、而も連結固定
作業にも莫大な労力と時間が要求される。更にかかる連
結固定においては連結プレートBや連結コーナープレー
トDに穿孔される連結ボルト挿通孔の位置と対応してH
鋼材Aの位置に連結ボルト挿通孔も穿孔されてなるた
め、特に交差連結されるH鋼材A相互が垂直方向や水平
方向に誤差を生じた場合には連結ボルトCの挿通不能や
連結固定が不能となる危険も孕んでる。
[0003] In the present connection means of the H steel material A, an extremely large number of connection bolts C are prepared together with a large number of connection plates B and connection corner plates D, and the connection bolts C for connection and fixing are inserted. A large number of connecting bolt insertion holes must be pre-drilled in the H-steel material, and one end of the connecting plate B or the connecting corner plate D is welded to fix the connection. In addition, the cost increases, and enormous labor and time are required for the connecting and fixing work. Further, in such connection fixing, H is set corresponding to the position of the connection bolt insertion hole formed in the connection plate B or the connection corner plate D.
Since the connecting bolt insertion hole is also drilled at the position of the steel material A, especially when the H steel materials A to be cross-connected have errors in the vertical and horizontal directions, the connecting bolt C cannot be inserted or the connection cannot be fixed. There is also danger of becoming.

【0004】加えて土木工事に際しての保護棚や係止棚
或いは建築工事における仮設構築物等は工事終了ととも
に解体撤去されるものであり、更に近年においては店舗
等も製品ライフサイクルの短命化や消費トレンドの目ま
ぐるしい変化等により短期間内に改装や改修等に伴い解
体並びに再構築がなされるものの、現状のH鋼材Aの連
結方法とりわけ連絡プレートBや連結コーナープレート
Dの一側端を熔接させた方法によるものでは解体や再利
用が難かしく、更に連結プレートBや連結コーナープレ
ートDを多数の連結ボルトCで螺合締縮のうえ連結固定
したものは、該連結ボルトCの螺解と解体作業には多大
な労力及び時間を要し、而も仮令解体し再利用に際して
も、多数の連結ボルト挿通孔が穿孔されてなるためこれ
らが障害となって有効な再利用ができぬ結果ともなって
いる。
In addition, protective shelves and retaining shelves in civil engineering work, temporary structures in building work and the like are dismantled and removed at the end of the construction work. Although the disassembly and rebuilding are carried out in a short period of time due to the remodeling and renovation etc. due to the rapid change of the method, the current method of connecting the H steel material A, especially the method of welding one end of the connection plate B and the connection corner plate D Is difficult to disassemble and reuse, and the connection plate B and the connection corner plate D are connected and fixed with a large number of connection bolts C after screwing and tightening. Requires a great deal of labor and time, and even when dismantled and reused, many connecting bolt insertion holes are drilled and these are obstacles. It has also become a result which is not able to effect re-use.

【0005】[0005]

【発明が解決しようとする課題】本発明はかかる問題を
解決するためになされたものであって、本発明は一対組
で使用され且その垂直板に形成された挟入部に一方のH
鋼材フランジ縁を、更に水平板に形成された挟入部に他
方のH鋼材フランジ縁をそれぞれ挟入し締縮させて、以
って簡便且安全確実に交差連結固定しえるH鋼材の交差
連結具を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in order to solve such a problem, and the present invention is used in a pair, and one H is inserted into a holding portion formed on a vertical plate.
A cross-connecting tool for H-steel material that can easily and safely cross-connect and fix the steel material flange edge and the other H-steel material flange edge in a sandwiching portion formed on the horizontal plate, respectively. Is to provide.

【0006】[0006]

【課題を解決するための手段】上述の課題を解決するた
めに本発明が用いた技術的手段は、一対組で使用され且
この一対組相互が締縮ボルトの螺合締縮により交着連結
されるH鋼材相互のフランジ縁を挟入し強固に係止固定
されるよう、その幅がH鋼材のフランジ幅の1/2以下
で而も等しい長さで直角に曲折された垂直板と水平板と
を有する基板の一方側縁には、垂直板内面及び水平板内
面と接合する略三角形状の補強板が熔接形成されてな
り、更に基板の他方側端には、垂直板外側及び水平板外
側に、該垂直板外面及び水平板外面との間にH鋼材のフ
ランジ縁を挟入挿通しえる挟入部が形成されるよう、そ
の反対側に向って曲折されてなる挟入部形成板が熔接形
成されており、且この挟入部の奥壁面にはH鋼材のフラ
ンジ縁をより強固に係止固定させるための係止突起が形
成されてなり、而も補強板の略中央位置には適宜分径の
締縮ボルト挿通孔が穿孔されてなるH鋼材の交差連結具
の構成に存する。
The technical means used by the present invention to solve the above-mentioned problem is used in a pair of sets, and the pair of sets is connected and connected by screwing and tightening of a tightening bolt. A horizontal plate and a horizontal plate bent at the same length and less than half the flange width of the H-steel material so that the flange edges of the H-steel materials are sandwiched and firmly locked and fixed. A substantially triangular reinforcing plate joined to the inner surface of the vertical plate and the inner surface of the horizontal plate is formed by welding on one side edge of the substrate having the plate and the outer side of the vertical plate and the horizontal plate at the other end of the substrate. On the outer side, a sandwiching portion forming plate bent toward the opposite side is formed so as to form a sandwiching portion between the outer surface of the vertical plate and the outer surface of the horizontal plate so that the flange edge of the H steel material can be inserted and inserted therethrough. The flange edge of the H steel material is more firmly formed on the inner wall surface of the sandwiched portion. The locking projection is formed in order to stop fixed, Thus in a substantially central position of the reinforcing plate consists in construction of cross-coupling of H steel Shimechijimi bolt insertion holes of the appropriate fraction size is being drilled.

【0007】[0007]

【作用】本発明は上述の如き技術的手段を用いてなるた
め、以下のような作用を有する。即ち基板の幅がH鋼材
フランジ幅の1/2以下で而も等しい長さで直角に曲折
された垂直板及び水平板を有し、且基板の一方側縁には
垂直板内面及び水平板内面と接合して略三角形状の補強
板が熔接形成されてなり、更に基板の他方側端には垂直
板及び水平板の外側に、該垂直板外面並びに水平板外面
との間にH鋼材フランジ縁を挟入挿通しえる挟入部が形
成されるよう、その反対方向に曲折された挟入部形成板
が熔接形成されており、更にはこの挟入部の奥壁面には
係止突起が形成されてなるとともに、補強板の略中央位
置には締縮ボルト挿通孔が形成された構成であるから、
交差連結される相互のH鋼材のうち垂直状に用いられる
H鋼材の所要位置で、垂直板に形成された挟入部に該垂
直状に用いられるH鋼材フランジ縁をそれぞれ一対組対
称的に挟入させ、水平状に用いられるH鋼材の端部フラ
ンジ縁もそれぞれ水平板に形成された挟入部に挟入され
ることとなる。而して補強板の略中央位置に穿孔されて
なる締縮ボルト挿通孔に適宜の締縮ボルトを挿通し、補
強板相互を螺合締縮させることにより、相互の挟入部間
の長さはH鋼材フランジ長より実質的に小さなため、H
鋼材のフランジ端のフランジ縁がそれぞれの挟入部と強
固に圧着され、且挟入部奥壁面に形成された係止突起と
も相俟って安全確実な固定係止がなされる。更に本発明
においてはH鋼材に何等の加工も要せず使用しえるとと
もに、連結作業に際しても締縮ボルトを緩めるのみで、
垂直状のH鋼材の連結位置が自在に調整できるばかりか
水平状のH鋼材の長さ変動に際しても水平板に形成され
た挟入部への挟入度合を以って自在に調整できることと
なる。加えて水平状H鋼材に過大な荷重が付加された場
合にも、補強板が垂直板内面及び水平板内面に接合して
熔接形成されてなるため変形等の危険もなく十分に対抗
保持しえ、而も締縮ボルトの螺解により交差連結されて
なる相互のH鋼材を即時に解体することができる。
The present invention has the following functions because it uses the above technical means. That is, the board has a vertical plate and a horizontal plate which are not more than half the width of the H steel material flange width and which are equally long and bent at right angles, and one side edge of the substrate has a vertical plate inner surface and a horizontal plate inner surface. A substantially triangular reinforcing plate is welded to the outer surface of the vertical plate and the horizontal plate at the other end of the substrate, and an H steel flange edge is provided between the outer surface of the vertical plate and the outer surface of the horizontal plate. An insertion portion forming plate bent in the opposite direction is formed by welding so that an insertion portion through which the insertion portion can be inserted is formed, and furthermore, a locking projection is formed on the inner wall surface of the insertion portion. At the same time, since the tightening bolt insertion hole is formed at the approximate center position of the reinforcing plate,
At a required position of the vertically used H steel material among the mutually connected H steel materials, a pair of the vertically used H steel material flange edges are symmetrically inserted into the insertion portion formed on the vertical plate. As a result, the end flange edges of the H steel material used horizontally are also inserted into the insertion portions formed on the horizontal plate. By inserting appropriate tightening bolts into the tightening bolt insertion holes formed at substantially the center positions of the reinforcing plates and screwing and tightening the reinforcing plates, the length between the sandwiching portions is reduced. H is substantially smaller than the steel flange length.
The flange edge of the flange end of the steel material is firmly crimped to each of the insertion portions, and secure and secure locking is performed in combination with the locking projections formed on the inner wall surface of the insertion portion. Furthermore, in the present invention, it is possible to use the H steel material without any processing, and at the time of the connection work, only loosen the tightening bolt,
Not only can the connecting position of the vertical H steel material be adjusted freely, but also when the length of the horizontal H steel material changes, it can be freely adjusted according to the degree of insertion into the insertion portion formed on the horizontal plate. In addition, even when an excessive load is applied to the horizontal H steel material, the reinforcing plate is welded to the inner surface of the vertical plate and the inner surface of the horizontal plate, so that the reinforcing plate can be sufficiently held without risk of deformation. Further, the mutual H steel materials cross-connected by the screwing of the tightening bolts can be dismantled immediately.

【0008】[0008]

【実施例】以下に本発明実施例を図に基づき詳細に説明
すれば、図1は本発明の見取図、図2は挟入部の拡大説
明図であって、本発明は膨大な荷重に耐えうるH鋼材の
交差連結に供するものであるから、当然に強靱且硬剛で
而も加工性に優れる素材が使用されるもので、一般的に
は鋼板材が好適であり且その具体的厚さは使用時の耐荷
重によっても異るが、概ね6乃至20mm程度のものが
使用される。そしてかかる素材で形成される基板1は、
その幅が最大でもH鋼材7のフランジ7Aの幅の1/2
以下で形成されるものであって、且該基板1は等しい長
さで直角に曲折されて垂直板1A及び水平板1Bを形成
している。かかる場合に、垂直板1A及び水平板1Bの
長さは交差連結されるH鋼材7の大きさによっても多少
異るが、連結されるH鋼材7を安全に連結保持させるう
えからも略6乃至15cm程度が望まれる。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of the present invention, and FIG. 2 is an enlarged explanatory view of an insertion portion. The present invention can withstand an enormous load. Since it is used for cross connection of H steel materials, naturally, a material that is tough, hard and rigid and has excellent workability is used. In general, a steel plate material is suitable and its specific thickness is Depending on the load capacity during use, a material having a thickness of about 6 to 20 mm is generally used. And the substrate 1 formed of such a material,
The width is at most 1/2 of the width of the flange 7A of the H steel material 7.
The substrate 1 is formed as follows, and the substrate 1 is bent at a right angle at an equal length to form a vertical plate 1A and a horizontal plate 1B. In such a case, the lengths of the vertical plate 1A and the horizontal plate 1B are slightly different depending on the size of the H steel members 7 that are cross-connected. About 15 cm is desired.

【0009】かくしてなる基板1の一方側縁1Cには、
その垂直板1Aの内面及び水平板1Bの内面に接合して
略三角形状の補強板2が熔接形成されている。この補強
板2は交差連結されたH鋼材7の実用使用に際して、垂
直板1Aや水平板1Bに付加される過大な荷重に対して
基板1が変形せぬよう保護するものであり、且垂直板1
A内面や水平板1B内面と熔接形成されるものであるた
め、使用素材は基板1の形成素材と同等のものが使用さ
れる。そして該補強板2の熔接形成に際して留意すべき
ことは、該補強板2自体はもとより熔接部分において
も、基板1の一方側縁1Cを超えて形成させぬことにあ
る。
On one side edge 1C of the substrate 1 thus formed,
A substantially triangular reinforcing plate 2 is welded to the inner surface of the vertical plate 1A and the inner surface of the horizontal plate 1B. The reinforcing plate 2 protects the substrate 1 from being deformed by an excessive load applied to the vertical plate 1A and the horizontal plate 1B when the cross-connected H steel members 7 are practically used. 1
Since the inner material A and the inner surface of the horizontal plate 1B are formed by welding, the material used is the same as the material used to form the substrate 1. It should be noted that the reinforcing plate 2 is not formed beyond the one side edge 1C of the substrate 1 not only in the reinforcing plate 2 itself but also in the welded portion.

【0010】而して基板1の他方側端1Dには、垂直板
1A並びに水平板1Bの外側に該垂直板1Aの外面及び
水平板1Bの外面との間に、交差連結されるH鋼材7の
フランジ7A縁を挟入挿通しえる挟入部3A及び3Bが
形成されるように、反対方向に向って曲折されてなる挟
入部形成板4A及び4Bが熔接形成されている。かかる
場合において、挟入部3A及び3Bの挟入間隙は挟入さ
れるH鋼材7のフランジ7Aの厚さにより決定されるも
のであり、且挟入部形成板4A及び4Bの長さは垂直板
1A及び水平板1Bと略同長に形成されるものの、反対
方向に向って曲折された部分の実質的な幅は基板1の幅
より小さく形成されている。即ちこの理由は挟入部3A
及び3Bに挟入されるH鋼材7のフランジ7Aは、H鋼
材7の特質上からフランジ7Aの実質幅がその外側幅に
比べ内側幅がウェブ7Bの存在により短かいことによる
ものである。更にこの挟入部形成板4A及び4Bも強靱
硬剛で且加工性も要求されることから、基板1の形成素
材と同等のものが用いられる。加えて望ましくは、挟入
部3A及び3Bの奥壁面に微細且多数の係止突起30を
形成させておくことが安全且確実な連結固定をなすうえ
から提案されるもので、係止突起30の具体的形成手段
としては、予め挟入部形成板4A及び4Bの奥壁面に相
当する部分を削切加工等で係止突起30を形成させたう
え熔接形成すれば良い。そして補強板2の略中央位置に
は、一対組で用いられる相互を適宜の締縮ボルト6を挿
通させ且螺合締縮させることにより、挟入部3A及び3
BにそれぞれH鋼材7のフランジ7A縁を挟入させ且強
固に圧着させるための締縮ボトル挿通孔5が穿孔され
て、本発明交差連結具8が構成されている。
The other end 1D of the substrate 1 has an H steel material 7 cross-connected between the outer surface of the vertical plate 1A and the outer surface of the horizontal plate 1B outside the vertical plate 1A and the horizontal plate 1B. Insertion portion forming plates 4A and 4B which are bent in opposite directions are formed by welding so as to form insertion portions 3A and 3B which can insert and insert the edge of the flange 7A. In such a case, the insertion gap between the insertion portions 3A and 3B is determined by the thickness of the flange 7A of the H steel material 7 to be inserted, and the length of the insertion portion forming plates 4A and 4B is equal to the vertical plate 1A. Although it is formed to have substantially the same length as the horizontal plate 1B, the substantial width of the portion bent in the opposite direction is formed smaller than the width of the substrate 1. That is, the reason is that the insertion portion 3A
The flange 7A of the H steel material 7 inserted between the flange 7A and 3B is due to the fact that, due to the characteristics of the H steel material 7, the substantial width of the flange 7A is shorter than the outer width thereof due to the presence of the web 7B. Further, since the sandwiching portion forming plates 4A and 4B are also required to be tough, hard and rigid, and have good workability, the same material as the material for forming the substrate 1 is used. In addition, it is desirable to form a large number of fine locking projections 30 on the inner wall surfaces of the sandwiching portions 3A and 3B in order to secure and secure the connection and fixation. As a specific forming means, the portions corresponding to the inner wall surfaces of the sandwiching portion forming plates 4A and 4B may be formed by forming the locking projections 30 by cutting or the like and welding them. At the approximate center position of the reinforcing plate 2, a suitable tightening bolt 6 is inserted through a pair of pairs and screwed and compressed, whereby the inserting portions 3 </ b> A and 3 </ b>
Each of the cross-connecting tools 8 of the present invention is formed by perforating a constriction bottle insertion hole 5 for inserting the flange 7A edge of the H steel material 7 into B and firmly compressing it.

【0012】図3は本発明の連結方法の説明図、図4は
本発明の使用態様図であって、本発明連結具8を用いH
鋼材7を交差連結する場合には、垂直に用いられるH鋼
材70Aと連結のため水平に用いられるH鋼材70Bと
の連結位置に、一対組の本発明連結具8のそれぞれ垂直
板1Aの外側に形成された挟入部3AにH鋼材70Aの
フランジ71Aの両側縁をそれぞれ挟入させることによ
り、該挟入に伴って水平板1Bの外側に形成された挟入
部3Bにも、連結のため水平に用いられるH鋼材70B
の端部のフランジ71Bの両側縁が挟入されることとな
る。而して対向して配される相互の補強板2に穿孔され
た締縮ボルト挿通孔5に適宜の締縮ボルト6を挿通し螺
合締縮させることにより、垂直に用いられるH鋼材70
Aのフランジ71A両側端縁と垂直板1Aに形成された
相互の挟入部3Aとが強固に圧着され、且水平に用いら
れるH鋼材70Bの端部のフランジ71Bの両側縁と、
水平板1Bに形成された相互の挟入部3Bとが強固に圧
着されて、H鋼材相互が強固に係止固定され交差連結が
なされることとなる。更に挟入部3A並びに挟入部3B
の奥壁面に係止突起30が形成されてなる場合には、一
段と強力な係止固定が実現される。
FIG. 3 is an explanatory view of the connecting method of the present invention, and FIG. 4 is a view of a use mode of the present invention.
When the steel members 7 are cross-connected to each other, a pair of pairs of the present invention connecting tools 8 is provided outside the vertical plate 1A at a connection position between the H steel material 70A used vertically and the H steel material 70B used horizontally for connection. By sandwiching both side edges of the flange 71A of the H steel material 70A into the formed sandwiching portion 3A, the sandwiching portion 3B formed outside the horizontal plate 1B is also horizontally connected for connection with the sandwiching. H steel 70B used
Of both ends of the flange 71B at the end portion of the end portion. The appropriate tightening bolts 6 are inserted into the tightening bolt insertion holes 5 drilled in the mutually reinforcing plates 2 arranged opposite to each other and screwed and tightened, so that the H steel material 70 which is used vertically is used.
A flange 71A on both sides of the flange 71A at the end of the H-steel 70B used horizontally and the sandwiching portions 3A formed on the vertical plate 1A are firmly press-bonded to each other,
The mutually sandwiched portions 3B formed on the horizontal plate 1B are firmly pressed together, and the H steel materials are firmly locked and fixed to each other so that cross connection is made. Further, the inserting portion 3A and the inserting portion 3B
In the case where the locking projection 30 is formed on the inner wall surface, stronger locking and fixing can be realized.

【0013】補強板2に形成される締縮ボルト挿通孔5
は特に1個に制限されるものではなく、補強板2の面積
が十分に広い場合では適宜数の締縮ボルト挿通孔5を形
成しておき、適宜数の締縮ボルト6で螺合締縮させるこ
とも採用できる。締縮ボルト6は交差連結されるH鋼材
7に付加されるに荷重や補強板2の大きさ等により適宜
に選択されるが、一般的にはその分径で略16乃至20
mmφ程度の高張力ボルトが好適である。
A tightening bolt insertion hole 5 formed in the reinforcing plate 2
Is not particularly limited to one. When the area of the reinforcing plate 2 is sufficiently large, an appropriate number of tightening bolt insertion holes 5 are formed, and the appropriate number of tightening bolts 6 are screwed together. It can also be adopted. The tightening bolt 6 is appropriately selected depending on the load applied to the cross-connected H-steel material 7 and the size of the reinforcing plate 2, etc., but is generally about 16 to 20 in terms of its diameter.
A high tension bolt of about mmφ is suitable.

【0014】[0014]

【発明の効果】以上述べたように、本発明は強靱硬剛な
素材を用い且その幅が交差連結されるH鋼材のフランジ
幅の1/2以下で而も等しい長さで直角に曲折された垂
直板及び水平板を有する基板と、該基板の一方側縁には
垂直板内面及び水平板内面と接合して略三角形状の補強
板が熔接形成されており、更に基板の他方側端には垂直
板及び水平板の外側にH鋼材のフランジを挟入挿通しえ
る挟入部が形成されるよう、反対方向に曲折された挟入
部形成板が熔接形成されており、且この挟入部奥壁面に
は係止突起も形成され、而も補強板の略中央位置には締
縮ボルト挿通孔が穿孔された構成であるから、相互の補
強板を対向させると対称構造となり、従って交差連結の
ために配置される垂直に用いるH鋼材の適宜位置におけ
るフランジ縁を垂直板に形成された相互の挟入部に挟入
させるとともに、水平に用いるH鋼材端部のフランジ縁
も、その水平板に形成された相互の挟入部に挟入させた
うえ相互の補強板を締縮ボルトで螺合締縮させるのみ
で、H鋼材は挟入部と安全且強固に係止固定され以って
H鋼材が簡便に交差連結される。そして締縮ボルトを緩
めるのみで垂直に用いられるH鋼材の交差連結位置の調
整や、水平に用いられH鋼材の長さ変動も吸収調整がで
きるばかりか、土木工事や建築工事の終了に際しては、
該締縮ボルトを螺解させるもにで即時に解体が可能とな
る。加えて本発明の使用に際してはH鋼材に何等の加工
も要することなく使用できるため解体後の再利用が可能
となるばかりか、本発明は同一構造のものを一対組で用
いることで交差連結ができるため、コスト的に極めて安
価に提供しえる等、優れた特長具備したH鋼材の連結具
である。
As described above, according to the present invention, a tough and rigid material is used, and the width thereof is equal to or less than 1/2 of the flange width of the H steel material to be cross-coupled, and is bent at a right angle. A substrate having a vertical plate and a horizontal plate, and a substantially triangular reinforcing plate is formed on one side edge of the substrate by welding with the inner surface of the vertical plate and the inner surface of the horizontal plate. Is formed with a sandwiching portion forming plate bent in the opposite direction by welding so that a sandwiching portion through which a flange of H steel material can be inserted and inserted is formed outside the vertical plate and the horizontal plate. Also, a locking projection is also formed on the reinforcing plate, and a tightening bolt insertion hole is formed at a substantially central position of the reinforcing plate. Hang the flange edge at the appropriate position of the H steel material used vertically The flange edge of the end of the H steel material used horizontally is also inserted into the mutual insertion portion formed on the horizontal plate, and the mutual reinforcing plate is fastened. The H steel material is safely and firmly locked and fixed to the insertion portion simply by screwing and tightening with the compression bolt, so that the H steel material is easily cross-connected. And just by loosening the tightening bolts, it is possible to adjust not only the cross connection position of the H steel material used vertically, and the absorption of the fluctuation of the length of the H steel material used horizontally, but also at the end of civil engineering and construction work,
Dismantling is possible immediately by screwing the tightening bolt. In addition, in the use of the present invention, the H steel material can be used without any processing, so that it can be reused after disassembly. In addition, the present invention uses the same structure in a pair so that cross connection can be achieved. This is a connecting tool for H steel material that has excellent features such as being able to be provided at very low cost because it can be made.

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

【図1】本発明の見取図である。FIG. 1 is a sketch of the present invention.

【図2】挟入部の拡大説明図である。FIG. 2 is an enlarged explanatory view of a sandwiching portion.

【図3】本発明の使用説明図である。FIG. 3 is an explanatory view of use of the present invention.

【図4】本発明の実施態様図である。FIG. 4 is an embodiment diagram of the present invention.

【図5】ボルト連結による従来方法の説明図である。FIG. 5 is an explanatory view of a conventional method by bolt connection.

【図6】熔接及びボルト連結による従来方法の説明図で
ある。
FIG. 6 is an explanatory view of a conventional method using welding and bolt connection.

【符号の説明】[Explanation of symbols]

1 基板 1A 垂直板 1B 水平板 1C 基板の一方側縁 1D 基板の他方側端 2 補強板 3A 垂直板の挟入部 3B 水平板の挟入部 30 係止突起 4A 垂直板の挟入部形成板 4B 水平板の挟入部形成板 5 締縮ボルト挿通孔 6 締縮ボルト 7 H鋼材 8 本発明品 Reference Signs List 1 substrate 1A vertical plate 1B horizontal plate 1C one side edge of substrate 1D other side end of substrate 2 reinforcing plate 3A vertical plate insertion portion 3B horizontal plate insertion portion 30 locking projection 4A vertical plate insertion portion forming plate 4B horizontal plate 5 Insertion forming plate 5 Shrinkage bolt insertion hole 6 Shrinkage bolt 7 H steel 8

フロントページの続き (72)発明者 安恒 博志 東京都墨田区押上2丁目3番8号 東武谷 内田建設株式会社内 (72)発明者 坂本 昌己 東京都墨田区押上2丁目3番8号 東武谷 内田建設株式会社内 Fターム(参考) 3J039 AA08 BB02 GA02 GA04 Continued on the front page (72) Inventor Hiroshi Yasutsune 2-3-8 Oshiage, Sumida-ku, Tokyo Inside Tobuya Uchida Construction Co., Ltd. (72) Inventor Masami Sakamoto 2-3-8 Oshiage, Sumida-ku, Tokyo Uchida Tobuya Construction Co., Ltd. F-term (reference) 3J039 AA08 BB02 GA02 GA04

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 一対組で使用され且その幅がH鋼材フラ
ンジ幅の1/2以下で、且等しい長さで直角に曲折され
た垂直板と水平板とを有する基板と、該基板の一方側縁
には垂直板内面及び水平板内面と接合する略三角形状の
補強板が熔接形成されてなり、更に基板の他方側端には
垂直板及び水平板の外側に、該垂直板外面及び水平板外
面との間にH鋼材フランジ縁を挟入挿通しえる挟入部が
形成されるように、反対側に向って曲折された挟入部形
成板が熔接形成されており、而も補強板の略中央位置に
は適宜分径の締縮ボルト挿通孔が穿孔されてなることを
特徴とするH鋼材の交差連結具。
1. A substrate having a vertical plate and a horizontal plate which are used in a pair and have a width of not more than half of a flange width of an H-steel material, and which are equal in length and bent at right angles, and one of the substrates. A substantially triangular reinforcing plate joined to the inner surface of the vertical plate and the inner surface of the horizontal plate is welded to the side edge, and the outer surface of the vertical plate and the horizontal An insertion portion forming plate bent toward the opposite side is formed by welding so that an insertion portion through which the H steel material flange edge can be inserted and inserted is formed between the outer surface of the plate and the outer surface of the plate. A cross-connecting tool for H-steel material, wherein a tightening bolt insertion hole having an appropriate diameter is formed at a center position.
【請求項2】 挟入部の奥壁面に係止突起が形成されて
なる、請求項1記載のH鋼材の交差連結具。
2. The cross-connecting tool according to claim 1, wherein a locking projection is formed on a rear wall surface of the holding portion.
JP10377747A 1998-12-09 1998-12-09 Cross linking tool for h-steel product Pending JP2000170248A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10377747A JP2000170248A (en) 1998-12-09 1998-12-09 Cross linking tool for h-steel product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10377747A JP2000170248A (en) 1998-12-09 1998-12-09 Cross linking tool for h-steel product

Publications (1)

Publication Number Publication Date
JP2000170248A true JP2000170248A (en) 2000-06-20

Family

ID=18509126

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10377747A Pending JP2000170248A (en) 1998-12-09 1998-12-09 Cross linking tool for h-steel product

Country Status (1)

Country Link
JP (1) JP2000170248A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106050847A (en) * 2016-07-28 2016-10-26 国网浙江省电力公司湖州供电公司 Connecting flange for square steel tube
KR20180040895A (en) * 2016-10-13 2018-04-23 동명대학교산학협력단 Moving Device for Cable Track System

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106050847A (en) * 2016-07-28 2016-10-26 国网浙江省电力公司湖州供电公司 Connecting flange for square steel tube
KR20180040895A (en) * 2016-10-13 2018-04-23 동명대학교산학협력단 Moving Device for Cable Track System

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