JP2796804B2 - Iron joist connecting tool and beam and iron joist connecting method - Google Patents
Iron joist connecting tool and beam and iron joist connecting methodInfo
- Publication number
- JP2796804B2 JP2796804B2 JP63075510A JP7551088A JP2796804B2 JP 2796804 B2 JP2796804 B2 JP 2796804B2 JP 63075510 A JP63075510 A JP 63075510A JP 7551088 A JP7551088 A JP 7551088A JP 2796804 B2 JP2796804 B2 JP 2796804B2
- Authority
- JP
- Japan
- Prior art keywords
- joist
- iron
- fitting
- iron joist
- fitting piece
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建物の床を組み立てる際の、梁と鉄根太
とを連結する作業に用いられる鉄根太連結具及び梁と鉄
根太の連結方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a steel joist connecting tool used for connecting a beam and a steel joist when assembling a floor of a building, and a method of connecting a beam and a steel joist. About.
従来から行われている梁と鉄根太とを連結する手段
は、第6図乃至第8図に示す手段によって行われてい
る。Conventional means for connecting beams and joists is performed by means shown in FIGS. 6 to 8. FIG.
従来の連結手段は、U型に曲がった基板101、該基板1
01の一端部に上向きに設けた、先端部分を相反する方向
に巻回してなる一対の爪状の嵌入部102、該基板101の他
端部に上向きに突設された突起103とからなる金属製の
連結金具104と、該連結金具104の一端部が挿入可能な形
状の溝105を中央に有する断面形状がL型の緩衝マット1
06とを用いて行われている。Conventional connecting means includes a substrate 101 bent into a U shape,
A metal formed by a pair of claw-shaped fitting portions 102 formed by winding the tip portions in opposite directions provided at one end of 01, and a projection 103 projecting upward at the other end of the substrate 101. Buffer mat 1 having an L-shaped cross-section having, at the center, a connecting metal 104 made of
06 and is performed.
この連結金具104と緩衝マット106を用いて梁7と鉄根
太10とを連結する手順について説明する。A procedure for connecting the beam 7 and the iron joist 10 using the connection fitting 104 and the buffer mat 106 will be described.
まず、梁7の上部フランジ部8の上面に緩衝マット10
6を上部フランジ部8の一辺に沿わせて敷設する。続い
て、前記連結金具104を緩衝マット106の溝105から露出
する上部フランジ部8に、連結金具104の両端部で上部
フランジ部8を挟み込むように装着する。このとき、連
結金具104は他端部に設けられた複数個の突起103が上部
フランジ部8の下面に当接することによって基板101が
下方へ撓み、その反力によって基板101の両端が上部フ
ランジ部8を強く挟持するため、ズレや脱落が起こらな
いように固定される。そして、連結金具104の一対の嵌
入部102と対応する位置に、該嵌入部102よりも幅の狭い
嵌入穴107を設けた鉄根太10を、嵌入部102と嵌入穴107
とを合致させて挿入する。この手順としては、まず最初
に、鉄根太10のそれぞれの嵌入穴107に連結金具104の嵌
入部102の上部が挿入される。続いて、鉄根太10を緩衝
マット106の上に載置するまで挿入するが、嵌入部102の
幅よりも嵌入穴107の幅が狭いため、嵌入部102の先端部
分のみが嵌入穴107に通っただけで嵌入穴107を閉鎖した
状態となる。そして、この状態の鉄根太10に上から強い
圧力をかけると、圧力及び自重によって嵌入部102が互
いに近づく方向に撓んで嵌入穴107を通過する。また、
撓んだ嵌入部102は嵌入穴107を通過すると再び元の形状
に戻り、嵌入穴107より大きくなって抜けなくなる。こ
れによって、鉄根太10は連結金具104によって梁7に抜
けることのないように連結される。しかも、嵌入部102
の先端が鉄根太10を緩衝マット106に押しつけるためズ
レが生じない。First, a cushion mat 10 is placed on the upper surface of the upper flange 8 of the beam 7.
6 is laid along one side of the upper flange portion 8. Subsequently, the connection fitting 104 is mounted on the upper flange 8 exposed from the groove 105 of the buffer mat 106 such that the upper flange 8 is sandwiched between both ends of the connection fitting 104. At this time, the connecting bracket 104 is bent downward by the plurality of protrusions 103 provided on the other end abutting against the lower surface of the upper flange portion 8, and the reaction force of the substrate 101 causes both ends of the substrate 101 to move to the upper flange portion 8. 8 is firmly clamped so that it does not slip or fall off. Then, the iron joist 10 provided with a fitting hole 107 having a width smaller than that of the fitting portion 102 at a position corresponding to the pair of fitting portions 102 of the connection fitting 104 is inserted into the fitting portion 102 and the fitting hole 107.
Insert with matching. As this procedure, first, the upper part of the fitting part 102 of the connecting fitting 104 is inserted into each fitting hole 107 of the iron joist 10. Subsequently, the iron joist 10 is inserted until the iron joist 10 is placed on the buffer mat 106. However, since the width of the insertion hole 107 is smaller than the width of the insertion portion 102, only the tip portion of the insertion portion 102 passes through the insertion hole 107. The fitting hole 107 is closed by just being pressed. When a strong pressure is applied to the iron joist 10 in this state from above, the fitting portions 102 bend in directions approaching each other due to the pressure and their own weight, and pass through the fitting holes 107. Also,
When the bent fitting portion 102 passes through the fitting hole 107, it returns to its original shape again, and becomes larger than the fitting hole 107 and cannot be removed. Thus, the iron joists 10 are connected to the beams 7 by the connection fittings 104 so as not to come off. Moreover, the fitting portion 102
The tip of the iron joist 10 presses the joist 10 against the buffer mat 106, so that no deviation occurs.
しかしながら、上記従来の技術によって梁7と鉄根太
10とを連結した場合、連結金具104の突起103と梁7の上
部フランジ部8とが擦り合って、床鳴り等の不快な音を
発生するという問題点がある。同様に、連結金具104の
嵌入部102の先端と鉄根太10とが擦り合って、床鳴り等
の不快な音を発生するという問題点がある。しかも、こ
の不快な音が発生しないように補修をするには、連結金
具104を新しいものに交換しなければならないので、補
修に要する労力及び費用が莫大なものとなるという問題
点がある。また、従来の手段では、連結金具104を梁7
に取り付ける工程と緩衝マット106を梁7に取り付ける
工程との2工程を行う必要があるため、作業性が低く能
率が悪いという問題点がある。更にまた、金属製の連結
金具104と緩衝性を有する材質からなる緩衝マット106と
を用いるため、それらを別々に作らなければならないの
で、それぞれの製造コストが高くなって不経済であると
いう問題点がある。However, the beam 7 and the iron joist are not
When the connection 10 is connected, there is a problem that the projection 103 of the connection fitting 104 and the upper flange portion 8 of the beam 7 rub against each other, generating an unpleasant sound such as floor noise. Similarly, there is a problem in that the tip of the fitting portion 102 of the connection fitting 104 and the iron joist 10 rub against each other, generating an unpleasant sound such as floor noise. In addition, in order to perform the repair so that the unpleasant sound does not occur, the connecting fitting 104 must be replaced with a new one, so that the labor and cost required for the repair are enormous. Further, in the conventional means, the connecting fitting 104 is
Since it is necessary to perform two steps, that is, a step of attaching the cushion mat 106 to the beam 7 and a step of attaching the cushioning mat 106 to the beam 7, there is a problem that workability is low and efficiency is low. Furthermore, since the metal connection fitting 104 and the buffer mat 106 made of a material having a buffer property are used, they have to be separately manufactured, so that their respective manufacturing costs are increased, which is uneconomical. There is.
この考案は上記事情に鑑みてなされたもので、その具
体的手段とするところは、梁と鉄根太の間に介在してこ
れら双方を連結するものであって、前記梁、鉄根太との
接触から伝わる振動を吸収して緩衝する合成樹脂等の緩
衝性素材からなる平板上のプレートの一方の面に、隙間
を設けながら円形に列設されて先端の爪部が外側に向く
複数個の可撓性の梁嵌着片1組を複数組有し、且つ、他
方の面に、間隔をおいて背中合わせされて先端の爪部が
相反する側に向く複数個の可撓性の鉄根太嵌着片を複数
組有するものとした。This invention has been made in view of the above circumstances, and the specific means is to interpose between the beam and the steel joist to connect them, and to make contact with the beam and the iron joist. A plurality of plates, each of which is arranged in a circle with a gap on one side of a flat plate made of a buffer material such as synthetic resin that absorbs and buffers vibration transmitted from A plurality of flexible iron joist fittings each having a plurality of sets of flexible beam fitting pieces, which are back-to-back on the other surface and whose front claw portions face opposite sides. A plurality of pieces were provided.
そして、前記鉄根太連結具を上方から圧力を加えるこ
とによって、その梁嵌着片を梁の上面に形成した嵌入孔
に嵌入し、更に、これらの上方から鉄根太を降ろして該
鉄根太の嵌入穴を前記鉄根太連結具の鉄根太嵌着片に嵌
入することで梁と鉄根太双方を連結し、これら梁や鉄根
太との接触から伝わる振動をプレート、梁嵌着片、鉄根
太嵌着片で吸収して緩衝する方法を用いた。Then, by applying pressure to the iron joist connecting device from above, the beam fitting pieces are inserted into insertion holes formed in the upper surface of the beam, and the iron joists are lowered from above and the iron joists are inserted. The beam and the iron joist are connected by fitting the hole into the iron joist fitting piece of the iron joist connecting tool, and the vibration transmitted from contact with these beams and iron joists is transmitted to the plate, the beam fitting piece, and the iron joist fitting. A method of absorbing with a piece and buffering was used.
上記手段によると、梁上に鉄根太連結具を載せて上方
から圧力を加えることで、鉄根太連結具の梁嵌着片が梁
の上面に形成した嵌入孔に当接されて、更に複数個の梁
嵌着片が互いの隙間を小さくして内側に撓みながら爪部
が当該嵌入孔に挿入されて係合する。そして、この鉄根
太連結具の上方から鉄根太を降ろすることによって、鉄
根太の嵌入穴が鉄根太連結具の鉄根太嵌着片に当接され
て、更に複数個の該鉄根太嵌着片が撓んで爪部がその嵌
入穴に挿入されて係合する。According to the above-mentioned means, by placing the joist connecting member on the beam and applying pressure from above, the beam fitting piece of the joist connecting member is brought into contact with the fitting hole formed on the upper surface of the beam, and further a plurality of The claw portions are inserted into and engaged with the fitting holes while the beam fitting pieces are bent inward while reducing the gap therebetween. Then, by lowering the iron joist from above the iron joist connecting tool, the fitting hole of the iron joist is brought into contact with the iron joist fitting piece of the iron joist connecting tool, and a plurality of the iron joist fitting pieces are further inserted. Is bent so that the claw portion is inserted into the fitting hole and engaged.
このようにして鉄根太連結具を介して梁上に鉄根太を
連結すると、前記鉄根太連結具は、梁や鉄根太との接触
によって伝わる振動を吸収するような合成樹脂等の柔ら
かい緩衝性素材で形成されているので、梁や鉄根太から
の振動は鉄根太連結具によって吸収されて不快な音の発
生を抑える。When the iron joists are connected on the beam via the iron joists in this manner, the iron joists are formed of a soft buffer material such as a synthetic resin that absorbs vibration transmitted by contact with the beams or the iron joists. Vibration from the beam and the iron joist is absorbed by the steel joist connecting member, and the generation of unpleasant noise is suppressed.
この発明の鉄根太連結具及び梁と鉄根太の連結方法の
実施例を第1図乃至第5図に基づいて説明する。An embodiment of a steel joist connecting tool and a method of connecting a beam and a steel joist according to the present invention will be described with reference to FIGS.
まず、鉄根太連結具1は、第1図乃至第2図に示すよ
うに、長方形で平板状のプレート2と、該プレート2の
一方の面に突出して設けた複数個の梁嵌着片3、該プレ
ート2の他方の面に突出して設けた複数個の鉄根太嵌着
片4とが一体成型によって造られた部材である。前記梁
嵌着片3は、可撓性を有する爪状の部材で、4本の梁嵌
着片3をプレート2の他方の面に爪部5aを外側に向けて
円形に列設したものを1組とし、該1組の梁嵌着片3を
プレート2の一方の面の2個所に、すなわち、合計2組
の梁嵌着片3を設けるものである。この2組の梁嵌着片
3は、プレート2の一方の面の両端部の対称な位置に配
設するのが適している。各梁嵌着片3の間には、梁嵌着
片3が撓むことが可能なように隙間6が設けられてお
り、梁嵌着片3が内側に撓もうとすると隙間6が小さく
なり、隙間6が無くなるまで梁嵌着片3は撓むことがで
きる。尚、該1組の梁嵌着片3は、先端の直径が小さ
く、後方へ下がるごとに少しずつ直径が大きくなってゆ
き、再び直径が小さくなって爪部5aを形成している略円
筒形の形状を有している。前記鉄根太嵌着片4は、先端
部分の幅が細く、後方へゆくに従って少しずつ太くなっ
てゆき、再び幅が細くなった爪部5bを有する、可撓性を
有する爪状の部材である。尚、2本の鉄根太嵌着片4の
爪部5bを相反する側に向けて間隔をおいて背中合せとし
たものを一対とし、一対の鉄根太嵌着片4を隣合せに二
対並べて1組として、該1組の鉄根太嵌着片4をプレー
ト2の他方の面の2個所に、すなわち、合計2組の鉄根
太嵌着片4を平行に列設するものである。この2組の鉄
根太嵌着片4はプレート2の他方の面の中央部の対称な
位置に設けるのが適している。また、この実施例では、
合計8本の鉄根太嵌着片4を用いており、一対の鉄根太
嵌着片4を隣合せに二対並べて1組としているが、これ
に限定されるものではない。First, as shown in FIGS. 1 and 2, a steel joist connecting device 1 includes a rectangular flat plate 2 and a plurality of beam fitting pieces 3 protrudingly provided on one surface of the plate 2. A plurality of iron joist fitting pieces 4 protrudingly provided on the other surface of the plate 2 are members formed by integral molding. The beam fitting piece 3 is a flexible claw-shaped member in which four beam fitting pieces 3 are circularly arranged on the other surface of the plate 2 with the claw portions 5a facing outward. One set of the beam fitting pieces 3 is provided at two locations on one surface of the plate 2, that is, a total of two sets of the beam fitting pieces 3 are provided. The two sets of beam fitting pieces 3 are suitably arranged at symmetrical positions on both ends of one surface of the plate 2. A gap 6 is provided between each of the beam fitting pieces 3 so that the beam fitting piece 3 can flex. When the beam fitting piece 3 tries to flex inward, the gap 6 becomes smaller. The beam fitting piece 3 can bend until the gap 6 disappears. The set of beam fitting pieces 3 has a small diameter at the distal end, and gradually increases in diameter as it descends rearward, and decreases in diameter again to form the claw 5a. It has the shape of The iron joist fitting piece 4 is a flexible claw-shaped member having a claw portion 5b whose tip portion has a small width, gradually widens rearward, and has a narrow width again. . A pair of two iron joist fitting pieces 4 that are back-to-back at intervals with the claws 5b facing the opposite side are paired, and two pairs of the joist fitting pieces 4 are arranged side by side. As a set, the one set of iron joist fitting pieces 4 are arranged in two places on the other surface of the plate 2, that is, a total of two sets of iron joist fitting pieces 4 are arranged in parallel. The two sets of iron joist fitting pieces 4 are suitably provided at symmetrical positions in the center of the other surface of the plate 2. Also, in this embodiment,
A total of eight iron joist fitting pieces 4 are used, and two pairs of iron joist fitting pieces 4 are arranged side by side to form one set, but the present invention is not limited to this.
この鉄根太連結具1による梁7と鉄根太10の連結方法
を第3図乃至第5図に基づいて説明する。A method of connecting the beam 7 and the iron joist 10 by the iron joist connecting tool 1 will be described with reference to FIGS.
梁7の上部フランジ部8に、鉄根太連結具1の一方の
面に設けている1組の梁嵌着片3の直径より少し小さい
直径の嵌入孔9aを穿設しておく。この嵌入孔9aは複数組
の梁嵌着片3の間隔と同じ間隔をおいて複数個所に穿設
される。続いて、鉄根太連結具1の複数組の梁嵌着片3
を上部フランジ部8の嵌入孔9aに合致させる。このと
き、嵌入孔9aの直径が梁嵌着片3の先端の直径よりも大
きく後方の直径よりも小さいため、梁嵌着片3は、先端
のみが嵌入孔9aを通っただけで嵌入孔9aを閉鎖した状態
となる。そして、プレート2をハンマーで殴打する等の
手段で圧力を加えると、梁嵌着片3が撓んで嵌入孔9aの
直径よりも小さくなって、梁嵌着片3全体が嵌入孔9aに
嵌入される。嵌入孔9aを通過した梁嵌着片3はその素材
の弾力性によって再び拡がり、爪部5aが嵌入孔9aの周縁
部分に引っ掛かるため、梁7から鉄根太連結具1が抜け
なくなる。続いて、あらかじめ形成しておいた鉄根太10
の嵌入穴9bを鉄根太連結具1の鉄根太嵌着片4に合致さ
せる。このとき、嵌入穴9bの幅が鉄根太嵌着片4の先端
の幅よりも大きく後方の幅よりも小さく形成されている
ため、鉄根太嵌着片4は、先端のみが嵌入穴9bを通った
だけで嵌入穴9bを閉鎖した状態となる。そして、鉄根太
10の自重や上方から圧力を加えることによって、鉄根太
嵌着片4が撓んで嵌入穴9bの幅よりも小さくなって、鉄
根太嵌着片4全体が嵌入穴9bに嵌入される。嵌入穴9bを
通過した鉄根太嵌着片4は再び拡がり、爪部5bが嵌入穴
9bの周縁部分に引っ掛かるため、鉄根太10が鉄根太連結
具1から抜けなくなる。これによって梁7と鉄根太10が
鉄根太連結具1によって連結されるが、これら双方の連
結としては、鉄根太嵌着片4を鉄根太10の嵌入穴9bに嵌
入した時点、及び、梁嵌着片3を梁7の嵌入孔9aに嵌入
した時点で、その嵌入音を聞くことで正確な連結の有無
を確認することができる。また、鉄根太連結具1の素材
には、合成樹脂等からなる緩衝性を有する柔らかい素材
のものが用いられ、その結果、梁7や鉄根太10との接触
によって伝わる振動があってもプレート2、梁嵌着片
3、鉄根太嵌着片4によって吸収されて緩衝されるの
で、床鳴り等の不快な音の発生を防止することができ
る。尚、その素材には、合成樹脂等からなる緩衝性を有
する柔らかい素材のものが用いられている。その結果、
梁や鉄根太との接触によって伝わる振動があってもプレ
ート、梁嵌着片、鉄根太嵌着片によって吸収されて緩衝
されるので、床鳴り等の不快な音の発生を防止すること
ができる。In the upper flange portion 8 of the beam 7, an insertion hole 9 a having a diameter slightly smaller than the diameter of a pair of beam fitting pieces 3 provided on one surface of the steel joist connection device 1 is formed. The fitting holes 9a are formed at a plurality of locations at the same intervals as the intervals between the plurality of sets of beam fitting pieces 3. Subsequently, a plurality of sets of beam fitting pieces 3 of the iron joist connecting device 1
With the fitting hole 9a of the upper flange portion 8. At this time, since the diameter of the fitting hole 9a is larger than the diameter of the tip of the beam fitting piece 3 and smaller than the diameter of the back, the beam fitting piece 3 is formed by only the tip passing through the fitting hole 9a. Is closed. When pressure is applied by means such as hitting the plate 2 with a hammer, the beam fitting piece 3 bends and becomes smaller than the diameter of the fitting hole 9a, and the entire beam fitting piece 3 is fitted into the fitting hole 9a. You. The beam fitting piece 3 that has passed through the fitting hole 9a expands again due to the elasticity of the material, and the claw portion 5a is caught on the peripheral portion of the fitting hole 9a. Next, pre-formed iron joist 10
Of the iron joist fitting 1 of the iron joist connecting device 1 is fitted. At this time, since the width of the fitting hole 9b is formed to be larger than the width of the tip of the iron joist fitting piece 4 and smaller than the rear width thereof, only the tip of the iron joist fitting piece 4 passes through the fitting hole 9b. The fitting hole 9b is closed by just being pressed. And iron joists
By applying pressure from its own weight or from above, the joist fitting piece 4 is bent and becomes smaller than the width of the fitting hole 9b, and the entire joist fitting piece 4 is fitted into the fitting hole 9b. The iron joist fitting piece 4 that has passed through the fitting hole 9b expands again, and the claw 5b is inserted into the fitting hole.
Since the iron joist 10 is hooked on the peripheral portion of the iron joist 9b, the iron joist 10 cannot be removed from the steel joist connecting device 1. As a result, the beam 7 and the iron joist 10 are connected by the iron joist connecting tool 1, and these two connections are performed when the iron joist fitting piece 4 is inserted into the fitting hole 9 b of the iron joist 10, When the attachment piece 3 is inserted into the insertion hole 9a of the beam 7, the presence or absence of an accurate connection can be confirmed by listening to the insertion sound. Further, the material of the iron joist connecting device 1 is a soft material having a buffering property made of a synthetic resin or the like. As a result, even if there is vibration transmitted by contact with the beam 7 or the iron joist 10, the plate 2 Since it is absorbed and buffered by the beam fitting piece 3 and the iron joist fitting piece 4, it is possible to prevent generation of unpleasant sounds such as floor noise. As the material, a soft material having a buffering property, such as a synthetic resin, is used. as a result,
Even if there is vibration transmitted by contact with the beam or iron joist, it is absorbed and buffered by the plate, the beam fitting piece, and the iron joist fitting piece, thereby preventing generation of unpleasant noise such as floor noise. .
以上の説明から明らかなように、この発明では、梁上
に鉄根太連結具を載せて上方から圧力を加えることで、
鉄根太連結具の梁嵌着片が梁の上面に形成した嵌入孔に
当接して、更に複数個の梁嵌着片を互いの隙間を小させ
て内側に撓ませながら爪部を当該嵌入孔に挿入して係合
し、そして、この鉄根太連結具の上方から鉄根太を降ろ
することによって、鉄根太の嵌入穴を鉄根太連結具の鉄
根太嵌着片に当接して、更に複数個の該鉄根太嵌着片を
撓ませて爪部をその嵌入穴に挿入して係合するものであ
るので次のような効果が生じる。即ち、鉄根太連結具
に、梁や鉄根太との接触から擦れ合いが生じ、その際の
振動を吸収するような緩衝性のある合成樹脂等の素材を
使用しているので、梁や鉄根太が擦れ合っても、そのプ
レート、梁嵌着片、鉄根太嵌着片によって振動が吸収さ
れて緩衝されるので、梁及び鉄根太との間の不快な音が
発生しない。そして、これら梁と鉄根太は上下方向に連
結されるので、特に水平方向への擦れに対しては抵抗力
が強いものとなる。また、取付工程が簡単なので作業性
及び能率が高い。しかも、合成樹脂等の素材を使用する
ので鉄根太連結具を低コストで製造することができる。As is clear from the above description, according to the present invention, a steel joist connecting tool is placed on a beam and pressure is applied from above,
The beam fitting piece of the iron joist connecting tool abuts the fitting hole formed on the upper surface of the beam, and furthermore, the plurality of beam fitting pieces are bent inward while reducing the gap between each other, and the claw portion is inserted into the fitting hole. By inserting the iron joist from above the iron joist connecting tool, and thereby fitting the iron joist fitting hole into the iron joist fitting piece of the iron joist connecting tool, and Since the iron joist fitting piece is bent and the claw portion is inserted into the fitting hole and engaged, the following effects are produced. That is, since the steel joist connecting member is made of a material such as a synthetic resin having a shock absorbing property due to contact with the beam or the steel joist and absorbing vibration at that time, the beam or the steel joist is used. Even if they rub against each other, the plate, the beam fitting piece, and the iron joist fitting piece absorb the vibration and are buffered, so that unpleasant noise between the beam and the iron joist does not occur. And since these beams and iron joists are connected in the up-down direction, they have a strong resistance especially to horizontal rubbing. Also, since the mounting process is simple, workability and efficiency are high. Moreover, since a material such as a synthetic resin is used, the steel joist connecting device can be manufactured at low cost.
第1図乃至第5図はこの発明の実施例を示し、第1図は
鉄根太連結具の全体説明図、第2図は鉄根太連結具の底
面図、第3図は鉄根太連結具による梁と鉄根太との連結
手順を示す使用状態説明図、第4図は鉄根太連結具で鉄
根太を梁に連結した状態を示す使用状態説明図、第5図
は第4図のV−V断面図。 第6図乃至第8図は従来の技術を示し、第6図は従来の
連結金具の全体説明図、第7図は従来の技術による梁と
鉄根太との連結手順を示す使用状態説明図、第8図は従
来の技術による連結状態を示す断面説明図。 1…鉄根太連結具,2…プレート,3…梁嵌着片,4…鉄根太
嵌着片,5a、5b…爪部,7…梁,9a…嵌入孔,9b…嵌入穴,10
…鉄根太1 to 5 show an embodiment of the present invention. FIG. 1 is an overall explanatory view of a steel joist connecting tool, FIG. 2 is a bottom view of the steel joist connecting tool, and FIG. FIG. 4 is an explanatory view of a use state showing a connecting procedure between a beam and an iron joist, FIG. 4 is an explanatory view of a use state showing a state where an iron joist is connected to a beam with an iron joist connecting tool, and FIG. 5 is a VV of FIG. Sectional view. 6 to 8 show a conventional technique, FIG. 6 is an overall explanatory view of a conventional connecting fitting, FIG. 7 is an explanatory view of a use state showing a connecting procedure between a beam and a steel joist according to the conventional technique, FIG. 8 is an explanatory sectional view showing a connection state according to a conventional technique. DESCRIPTION OF SYMBOLS 1 ... Steel joist connection tool, 2 ... Plate, 3 ... Beam fitting piece, 4 ... Iron joist fitting piece, 5a, 5b ... Claw part, 7 ... Beam, 9a ... Fitting hole, 9b ... Fitting hole, 10
… Iron joists
Claims (2)
結するものであって、前記梁、鉄根太との接触から伝わ
る振動を吸収して緩衝する合成樹脂等の緩衝性素材から
なる平板上のプレートの一方の面に、隙間を設けながら
円形に列設されて先端の爪部が外側に向く複数個の可撓
性の梁嵌着片1組を複数組有し、且つ、他方の面に、間
隔をおいて背中合わせされて先端の爪部が相反する側に
向く複数個の可撓性の鉄根太嵌着片を複数組有すること
を特徴とする鉄根太連結具。An interposed member between a beam and an iron joist for connecting the two, and a material such as a synthetic resin that absorbs and buffers vibration transmitted from contact with the beam and the iron joist. On one surface of a plate on a flat plate, there is provided a plurality of sets of a plurality of flexible beam fitting pieces which are arranged in a circular shape with a gap therebetween and the claw portions at the tips face outward, and An iron joist coupling device comprising a plurality of sets of a plurality of flexible iron joist fitting pieces, which are back-to-back at intervals and whose front claw portions face opposite sides, on the other surface.
圧力を加えることによって、その梁嵌着片を梁の上面に
形成した嵌入孔に嵌入し、更に、これらの上方から鉄根
太を降ろして該鉄根太の嵌入穴を前記鉄根太連結具の鉄
根太嵌着片に嵌入することで梁と鉄根太双方を連結し、
これら梁や鉄根太との接触から伝わる振動をプレート、
梁嵌着片、鉄根太嵌着片で吸収して緩衝することを特徴
とする梁と鉄根太の連結方法。2. The iron joist connecting device according to claim 1 is applied with pressure from above to insert the beam fitting piece into an insertion hole formed in the upper surface of the beam, and further from above these iron joist. To lower both the beam and the iron joist by fitting the iron joist insertion hole into the iron joist fitting piece of the iron joist connecting tool,
Vibration transmitted from contact with these beams and iron joists,
A method of connecting a beam and a steel joist, wherein the beam is absorbed by a beam fitting piece or a steel joist fitting piece and buffered.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63075510A JP2796804B2 (en) | 1988-03-28 | 1988-03-28 | Iron joist connecting tool and beam and iron joist connecting method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63075510A JP2796804B2 (en) | 1988-03-28 | 1988-03-28 | Iron joist connecting tool and beam and iron joist connecting method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01247628A JPH01247628A (en) | 1989-10-03 |
JP2796804B2 true JP2796804B2 (en) | 1998-09-10 |
Family
ID=13578307
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63075510A Expired - Fee Related JP2796804B2 (en) | 1988-03-28 | 1988-03-28 | Iron joist connecting tool and beam and iron joist connecting method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2796804B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0552004U (en) * | 1991-12-18 | 1993-07-09 | ワイケイケイアーキテクチュラルプロダクツ株式会社 | Mounting device for bridge materials in prefabricated building |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5865859A (en) * | 1981-10-14 | 1983-04-19 | 積水ハウス株式会社 | Attachment structure of beam and iron pillar |
JPH0336670Y2 (en) * | 1985-02-28 | 1991-08-02 |
-
1988
- 1988-03-28 JP JP63075510A patent/JP2796804B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH01247628A (en) | 1989-10-03 |
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