JPH0593461A - Coupling device in temporary frame structure - Google Patents
Coupling device in temporary frame structureInfo
- Publication number
- JPH0593461A JPH0593461A JP28228691A JP28228691A JPH0593461A JP H0593461 A JPH0593461 A JP H0593461A JP 28228691 A JP28228691 A JP 28228691A JP 28228691 A JP28228691 A JP 28228691A JP H0593461 A JPH0593461 A JP H0593461A
- Authority
- JP
- Japan
- Prior art keywords
- rod
- locking
- locking piece
- beam rod
- receiving metal
- 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
Links
- 230000008878 coupling Effects 0.000 title description 2
- 238000010168 coupling process Methods 0.000 title description 2
- 238000005859 coupling reaction Methods 0.000 title description 2
- 239000002184 metal Substances 0.000 claims abstract description 49
- 229910052751 metal Inorganic materials 0.000 claims abstract description 49
- 230000002093 peripheral effect Effects 0.000 claims abstract description 21
- 150000002739 metals Chemical class 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000002788 crimping Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、主として、床スラブな
どの型枠組立支持用として使用される仮設枠組構造物に
おける連結装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a connecting device for a temporary frame structure which is used for supporting a frame assembly such as a floor slab.
【0002】[0002]
【従来の技術】従来から、例えば建築用仮設足場などに
用いられる仮設枠組構造物としては、多数本の支柱と梁
杆を使用して枠組可能にしたものが広く知られている。
このような仮設枠組構造物の具体的な構造としては、上
向きに開口した受金具を長さ方向に一定間隔毎に設けて
なる多数本の支柱と、両端に下向きに屈折した係止フッ
クを突設してなる多数本の梁杆とからなるものであり、
支柱を前後左右後方に所定間隔毎に立設すると共に隣接
する支柱の受金具間に梁杆の両端係止フックを係止させ
ることにより組み立てられている。2. Description of the Related Art Conventionally, as a temporary framework structure used for, for example, a temporary scaffolding for construction, a structure which can be framed by using a large number of columns and beam rods is widely known.
As a concrete structure of such a temporary framework structure, a large number of support posts having upwardly opened receiving metal fittings provided at regular intervals in the length direction and locking hooks bent downward at both ends are projected. It consists of a large number of beam rods that are installed,
The pillars are assembled by standing upright and rearward and rightward and rearward at predetermined intervals and engaging hooks at both ends of the beam rod between brackets of adjacent pillars.
【0003】そして、楔体の打ち込みによって係止フッ
クを受金具に強固に圧着固定させるか、或いは梁杆の両
端下面に偏心レバーを回動自在に取付けてその外周面を
受金具の外面に圧接させることにより係止片の固定を行
うように構成している。Then, the locking hook is firmly crimped and fixed to the receiving metal fitting by driving the wedge body, or an eccentric lever is rotatably attached to the lower surfaces of both ends of the beam rod, and its outer peripheral surface is pressed against the outer surface of the receiving metal fitting. By doing so, the locking piece is fixed.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、上記の
ような構造によれば、支柱と梁杆との連結を強固にする
ために、楔の打ち込みによって係止フックを受金具に圧
着させた場合には、振動によって楔が緩み、係止フック
と受金具との強固な圧着が解かれて枠組全体がぐらつく
虞れが生じ、極めて危険である。However, according to the above structure, in order to strengthen the connection between the support column and the beam rod, when the locking hook is crimped to the receiving metal fitting by the driving of the wedge. The vibration is extremely dangerous because the wedge loosens due to vibration, the strong crimping of the locking hook and the receiving metal may be released, and the entire frame may wobble.
【0005】また、偏心レバーによれば、その外周締付
カム面の回動中心軸からの距離によって締付度が設定さ
れるものであるから、カム面の中間高さ部分で係止フッ
クと受金具とが完全に圧着する場合が生じ、その状態か
ら偏心レバーが係止フックと受金具との圧着を解く方向
に不測に回動する虞れがあって圧着状態を保持しておく
ことができなく、上記の楔により固定の場合と同様な問
題点が生じるものである。Further, according to the eccentric lever, the degree of tightening is set by the distance from the center axis of rotation of the outer peripheral tightening cam surface, so that the engaging hook is engaged at the intermediate height portion of the cam surface. There is a case where the receiving metal fitting is completely crimped, and there is a risk that the eccentric lever may unexpectedly rotate in the direction to release the crimping of the locking hook and the receiving metal fitting from that state, so it is possible to maintain the crimped state. This is not possible, and the same problem as in the case of fixing is caused by the above wedge.
【0006】さらに、上記いずれの固定手段において
も、係止フックと受金具との固定が充分でない場合に
は、係止フックの抜け止め手段がないために、梁杆が支
柱から外れて大きな事故発生の原因となるものである。
本発明はこのような問題点を全面的に解消し得る仮設枠
組構造物における連結装置の提供を目的とする。Further, in any of the above-mentioned fixing means, when the locking hook and the receiving metal fitting are not sufficiently fixed, there is no means for preventing the locking hook from coming off, so that the beam rod comes off the prop and a serious accident occurs. It is a cause of occurrence.
It is an object of the present invention to provide a connecting device for a temporary framework structure that can completely eliminate such problems.
【0007】[0007]
【課題を解決するための手段】上記目的を達成するため
に、本発明の仮設枠組構造物における連結装置は、長さ
方向に所定間隔毎に上向きに開口した受止金具を一体に
設けてなる支柱と、両端に該支柱の前記受金具に係脱可
能な係止片を突設してなる梁杆とからなり、前後左右方
向に所定間隔毎に立設した前記支柱間を対向する支柱の
受金具に梁杆の両端係止片を係止させることにより組み
立てられる仮設枠組構造物において、前記係止片を梁杆
の両端面から所定間隔を存した状態で突設させていると
共に該梁杆の両端に螺子部を設け、この螺子部に締付筒
体を前記係止片に対して進退自在に螺合させている構造
を有する。In order to achieve the above object, the connecting device in the temporary framework structure of the present invention is integrally provided with receiving metal fittings which are opened upward at predetermined intervals in the length direction. A strut and a beam rod at both ends of which a locking piece that can be engaged with and disengaged from the receiving metal fitting of the strut is projected. In a temporary frame structure constructed by engaging both end locking pieces of a beam rod with a receiving metal fitting, the locking pieces are projected from both end surfaces of the beam rod at a predetermined distance and A screw portion is provided at both ends of the rod, and the tightening tubular body is screwed into the screw portion so as to be able to move forward and backward with respect to the locking piece.
【0008】上記構造の連結装置において、前記係止片
は梁杆の両端面中心部から突設した係止棒体の先端に固
着されていると共に該係止片を係止棒体に対して上下左
右対称形状に形成し、且つ係止棒体に前記締付筒体を進
退自在に螺合させておくことが望ましく、また、前記受
金具の下端中央に前記締付筒体の開口下端内周面に係合
する小突起を突設しておくことが好ましい。In the coupling device having the above structure, the locking piece is fixed to the tip of a locking rod protruding from the center of both end surfaces of the beam rod, and the locking piece is attached to the locking rod. It is desirable to form the upper and lower left and right sides symmetrically, and to screw the fastening tube body to the locking rod body so that the fastening tube body can advance and retreat. Also, in the lower end of the opening of the fastening tube body at the center of the lower end of the bracket. It is preferable that a small projection that engages with the peripheral surface be provided in a protruding manner.
【0009】[0009]
【作用】前後左右方向に立設される支柱の対向受金具に
梁杆の両端係止片を嵌め込むことによって支柱間を梁杆
により連結一体化するものであるが、この際、係止片の
形状を矩形状等のように上下左右対向形状に形成してお
くことによって、支柱の受金具に対して梁杆を従来のフ
ックのように方向付けを行うことなく、上下左右どのよ
うな態勢からでもワンタッチで係合させることができ
る。[Operation] By fitting the locking pieces at both ends of the beam rod to the opposed receiving metal fittings of the column vertically erected in the front-rear and left-right directions, the column rods are connected and integrated by the beam rod. By forming the shape of the shape so that it is opposed to the top, bottom, left, and right such as a rectangular shape, it is possible to position the beam rod with respect to the bracket of the strut without having to orient it like a conventional hook. It can be engaged even with one-touch.
【0010】次いで、締付筒体を螺進させると、該締付
筒体の端面が受金具の外面に圧着すると共に係止片を受
金具の内面に強く圧接してこれらの締付筒体と係止片に
よって受金具がその内外面を挟着された状態となり、梁
杆が支柱に強固に固定される。また、受金具の下端中央
に前記締付筒体の開口下端内周面に係合する小突起を突
設しておけば、締付筒体が受金具に圧接した時に、突起
が該閉付筒体の下端内周面に係合し、締付筒体の締付力
が弱い場合や締付筒体に緩みが生じた場合においても、
梁杆の係止片が支柱の受金具から抜け出るのを確実に防
止することができる。Next, when the tightening cylinder is screwed forward, the end surface of the tightening cylinder is pressed against the outer surface of the receiving metal fitting, and the locking piece is strongly pressed against the inner surface of the receiving metal fitting. With the locking pieces, the inner and outer surfaces of the receiving metal fitting are clamped, and the beam rod is firmly fixed to the column. Further, if a small protrusion that engages with the inner peripheral surface of the lower end of the opening of the tightening cylinder is provided in the center of the lower end of the receiving metal fitting, when the tightening cylinder presses against the receiving metal fitting, the projection will close. Even when the tightening force of the tightening cylinder is weak or the tightening cylinder is loosened by engaging with the inner peripheral surface of the lower end of the cylinder,
It is possible to reliably prevent the locking piece of the beam rod from coming out of the support bracket of the column.
【0011】また、解体時には、締付筒体を螺退させれ
ば、支柱に対する梁杆の固定が解かれ、しかるのち、該
梁杆を上方に引き上げると、その係止片が受金具から離
脱して支柱から梁杆を分離させることができる。Further, at the time of disassembling, if the tightening cylinder is screwed back, the fixing of the beam rod to the support is released. Then, when the beam rod is pulled up, the locking piece is disengaged from the bracket. The beam rod can be separated from the support.
【0012】[0012]
【実施例】次に、本発明の実施例を図面について説明す
ると、1は一定長さを有する鋼管からなる支柱で、その
外周面の前後左右に受金具2を一体的に固着してある。
これらの四方受金具2は支柱1の長さ方向に一定間隔毎
(図においては、4か所)に配設されてある。なお、前
後側に突設している一対の受金具2、2と左右側に突設
している一対の受金具2、2とはその位置を上下方向に
小間隔、ずらした状態で配設しているが、同一円周上に
配設しておいてもよい。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described with reference to the drawings, in which 1 is a pillar made of a steel pipe having a constant length, and receiving brackets 2 are integrally fixed to the front, rear, left and right of the outer peripheral surface thereof.
These four-way brackets 2 are arranged at regular intervals (four positions in the figure) in the length direction of the column 1. The pair of brackets 2, 2 protruding in the front and rear sides and the pair of brackets 2, 2 protruding in the left and right sides are arranged with their positions vertically displaced by a small distance. However, they may be arranged on the same circumference.
【0013】これらの受金具2は金属板片を平面コ字状
に屈曲して、正面板部2aと該正面板部2aに対して直角に
連設した両側板部2b、2bとに形成してなり、両側板部2
b、2bの端面を支柱1に溶接することにより固着してい
ると共に、正面板部2aには、上端中央部から適宜深さに
達する部分を切欠くことによって係止溝孔3を形成して
あり、さらに、該正面板部2aの下端には支柱1側に向け
て直角に屈曲した受止片2cを設けてある。また、この正
面板部2aの中央下端部に小径円板形状の小突起4を突設
してある。These receiving brackets 2 are formed by bending a metal plate piece into a U-shape in a plane and forming a front plate portion 2a and both side plate portions 2b and 2b connected to the front plate portion 2a at a right angle. 2 side plate parts
The end surfaces of b and 2b are fixed to the support 1 by welding, and the front plate portion 2a is formed with a locking groove hole 3 by notching a portion that reaches an appropriate depth from the center of the upper end. Further, a receiving piece 2c bent at a right angle toward the support 1 is provided at the lower end of the front plate portion 2a. Further, a small-diameter disk-shaped small projection 4 is provided at the lower end of the center of the front plate 2a.
【0014】5は一定長さの鋼管よりなる梁杆で、図2
に示すようにその両開口端に端面板5a、5aを固着させる
ことにより該開口端を閉止していると共に、この端面板
5aの中央部に、外周面に螺子部6を形成している係止棒
体7の基端を溶接等によって固着してある。この係止棒
体7の径は上記受金具2の係止溝孔3の横幅寸法よりも
小さく形成されていると共に、その突出先端に矩形状或
いは円形状等のように中心に対して上下左右対称形状の
係止片8の中央部を一体に固着してある。Reference numeral 5 denotes a beam rod made of a steel pipe having a constant length, which is shown in FIG.
As shown in Fig. 2, the end faces 5a, 5a are fixed to both the open ends to close the open ends.
At the central portion of 5a, a base end of a locking rod body 7 having a screw portion 6 formed on the outer peripheral surface is fixed by welding or the like. The diameter of the locking rod 7 is smaller than the lateral width of the locking groove hole 3 of the bracket 2, and the protruding tip of the locking rod 7 has a rectangular shape, a circular shape, or the like in the vertical and horizontal directions with respect to the center. The central portion of the symmetrical locking piece 8 is integrally fixed.
【0015】この係止片8の厚みは、受金具2の前後方
向の開口幅、即ち支柱1と受金具2との対向面間の幅よ
りも小さく形成されていると共に、横幅は受金具2の両
側板部2b、2bの対向面間の寸法よりもやゝ小さく形成さ
れていて、受金具2内に落とし込むようにして嵌入可能
な形状としてある。The thickness of the engaging piece 8 is smaller than the opening width of the receiving metal fitting 2 in the front-rear direction, that is, the width between the opposing surfaces of the support 1 and the receiving metal fitting 2, and the lateral width is the receiving metal fitting 2. It is formed to be slightly smaller than the dimension between the facing surfaces of the both side plate portions 2b, 2b, and has a shape that can be fitted into the receiving metal fitting 2 by dropping it.
【0016】9はその内周面の中間部に前記係止棒体7
に螺合した螺子孔部9aを形成してなる締付筒体で、前後
端部に該螺子孔部9aに連通し且つこの螺子孔部9aよりも
大径の円形開口部9b、9cを形成してあり、後側の開口部
9cを前記梁杆5の端部に前後移動可能に被嵌させている
と共に、前側の開口部9bの径は前記受金具2の下端部に
突設している突起4が該開口部9bの下側内周面に係合す
る大きさに形成してある。Reference numeral 9 denotes the locking rod 7 at the intermediate portion of the inner peripheral surface thereof.
A tightening tubular body formed with a screw hole portion 9a screwed into the front and rear ends, and circular opening portions 9b and 9c communicating with the screw hole portion 9a and having a diameter larger than the screw hole portion 9a are formed. There is a rear opening
9c is fitted to the end of the beam rod 5 so as to be movable back and forth, and the diameter of the opening 9b on the front side is such that the projection 4 projecting from the lower end of the bracket 2 has a diameter of the opening 9b. It is formed in a size that engages with the lower inner peripheral surface.
【0017】なお、締付筒体9は係止棒体7に対して進
退自在に螺合させているが、梁杆5の端部外周面に螺子
部を形成し、この螺子部に締付筒体9の後側開口部内周
面を螺合させた構造としてもよい。10は締付筒体9に対
して内側に位置する梁杆5の両端部外周四方に突設した
ブレス取付孔11を有する取付片である。Although the tightening cylinder 9 is screwed into the locking rod 7 so as to be able to move forward and backward, a screw portion is formed on the outer peripheral surface of the end portion of the beam rod 5, and the tightening is performed on this screw portion. The inner peripheral surface of the rear opening of the cylindrical body 9 may be screwed. Reference numeral 10 denotes a mounting piece having a brace mounting hole 11 projecting from the outer circumference of each end of the beam rod 5 located inside the tightening cylinder 9.
【0018】12、13は支柱1の上下端部に対して延長方
向に連結する鋼管よりなる上下補助支柱で、図3、図5
に示すように支柱1の上下端部内にそれぞれその一部の
長さ部分が挿脱自在に挿嵌されてあり、その長さ方向に
適宜間隔毎に穿設している所望の連結孔14を支柱1の上
下端部に穿設している支持孔15にそれぞれ合致させてピ
ン16をこれらの連結孔14と支持孔15とにその両端が支柱
1の径方向に突出するように挿通することによって取付
けられるように構成している。Numerals 12 and 13 are upper and lower auxiliary stanchions made of steel pipes connected to the upper and lower ends of the stanchion 1 in the extension direction.
As shown in FIG. 2, a part of its length is inserted into the upper and lower ends of the column 1, respectively, and the desired connection holes 14 are formed at appropriate intervals in the length direction. Inserting the pins 16 into the connecting holes 14 and the supporting holes 15 so that both ends of the supporting holes 15 project in the radial direction of the supporting column 1 by matching with the supporting holes 15 formed in the upper and lower ends of the supporting column 1. It is configured to be installed by.
【0019】又、上側の補助支柱12には、その内周面
に、上端に型枠支持金具17を取付けている螺杆18を上下
進退自在に螺合させてあり、下側の補助支柱13には、そ
の内周面に、下端に座板19を固着している螺子棒よりな
る脚杆20を螺合させている。21は、これらの螺杆18と脚
杆20とにそれぞれ螺合した高さ調整用ナット体で、回動
用ハンドル22を装着してある。Further, the upper auxiliary column 12 has an inner peripheral surface on which a screw rod 18 having a form supporting metal fitting 17 attached to the upper end is screwed so as to be able to move up and down, and the auxiliary column 13 on the lower side. A leg rod 20 made of a screw rod having a seat plate 19 fixed to its lower end is screwed onto its inner peripheral surface. Reference numeral 21 denotes a height adjusting nut body screwed to the screw rod 18 and the leg rod 20, respectively, and a turning handle 22 is attached thereto.
【0020】23は必要に応じて支柱1、1間に連結され
る中間枠部材で、図4、図5に示すように上記梁杆5を
下梁として該梁杆5と同一長さを有する上梁24を並設
し、これらの上下梁5、24を2本の連結杆25、25によっ
て一体化してなるものであり、上下梁5、24の間隔を支
柱1に設けた受金具2、2間の寸法の1〜数倍に形成し
ていると共に上梁24の両端内周面には先端に上記係止片
8と同一形状、大きさの係止片28を一体に取付けている
締付螺杆26を進退自在に螺合させてある。Reference numeral 23 denotes an intermediate frame member connected between the columns 1 and 1 as required, and has the same length as the beam rod 5 with the beam rod 5 as a lower beam as shown in FIGS. An upper beam 24 is provided side by side, and these upper and lower beams 5, 24 are integrated by two connecting rods 25, 25. A bracket 2 provided with a space between the upper and lower beams 5, 24 on a column 1, It is formed to be one to several times as large as the dimension between the two, and an engaging piece 28 having the same shape and size as the engaging piece 8 is integrally attached to the inner peripheral surface at both ends of the upper beam 24 at the tip. The attached screw rod 26 is screwed so that it can move back and forth.
【0021】以上のように構成している支柱1と梁杆5
等の各部材によって仮設枠組構造物を組立てるには、支
柱1の上下端部に補助支柱12、13を連結、一体化させる
ことにより床スラブ築造用型枠を支持し得るに必要な高
さに調整しておく。この支柱1、1・・・を複数本前後
左右方向に一定間隔毎に立設し、隣接する支柱1、1間
を上記梁杆5によって、或いは必要に応じて中間枠部材
23を使用して連結することにより架設枠組構造物を構成
し、支柱1の上側補助支柱12の上端型枠支持金具17上に
適宜な受け桁等を介して型枠を保持させる。The strut 1 and the beam rod 5 which are constructed as described above
In order to assemble the temporary framework structure with each member such as, etc., the auxiliary columns 12, 13 are connected to the upper and lower ends of the column 1 so as to have a height necessary to support the floor slab building formwork. Adjust it. A plurality of the columns 1, 1, ... Are erected at regular intervals in the front-rear, left-right direction, and the adjacent columns 1, 1 are separated by the beam rod 5 or, if necessary, an intermediate frame member.
An erection framework structure is configured by connecting using 23, and the formwork is held on the upper end formwork support metal fitting 17 of the upper auxiliary support column 12 of the support column 1 through an appropriate receiving girder or the like.
【0022】このような架設枠組構造物を構成する場合
における、支柱1と梁杆5との連結方法を述べると、隣
接する支柱1、1の水平線上で対向する受金具2、2間
に梁杆5を介在させ、その両端から突出している係止棒
体7を受金具2の係止溝孔3の開口上端に対して上方か
ら落とし込めば、係止棒体7の先端係止片8が受金具2
内に挿入し、その下端面が受金具2の受止片2c上に当接
する。In the case of constructing such an erection frame structure, a method of connecting the support column 1 and the beam rod 5 will be described. A beam is provided between the receiving metal fittings 2 and 2 facing each other on the horizontal line of the adjacent support columns 1 and 1. If the locking rod 7 protruding from both ends of the rod 5 is inserted into the upper end of the opening of the locking groove hole 3 of the receiving metal fitting 2 from above, the tip locking piece 8 of the locking rod 7 is inserted. Is a bracket 2
It is inserted inside, and its lower end surface abuts on the receiving piece 2c of the receiving metal fitting 2.
【0023】この際、係止片8は係止棒体7から外周方
向に突出した上下左右の突出長さが等しい形状に形成さ
れているので、該係止片8を受金具2に対して方向付け
することなく、係止棒体7を係止溝孔3内に単に落とし
込むだけで嵌合させることができ、しかも、その下端面
が受金具2の受止片2c上に載置状態で受け止められた状
態においては、梁杆5の支柱1に対する高さ位置は常に
一定となる。なお、係止片8が受金具2の受止片2cに当
接する前に、係止棒体7が係止片8溝孔3の底面に当
接、支持させるように構成しておいてもよく、この場合
も梁杆5の支柱1に対する高さ位置は常に一定となるも
のである。At this time, since the locking piece 8 is formed in a shape protruding from the locking rod body 7 in the outer peripheral direction and having the same protruding length in the vertical and horizontal directions, the locking piece 8 with respect to the receiving metal fitting 2. It can be fitted by simply dropping the locking rod body 7 into the locking groove hole 3 without orienting it, and the lower end surface of the locking rod body 7 is placed on the receiving piece 2c of the receiving metal fitting 2 in a mounted state. In the received state, the height position of the beam rod 5 with respect to the column 1 is always constant. It should be noted that the locking rod 7 may be configured to abut and support the bottom surface of the locking piece 8 groove hole 3 before the locking piece 8 contacts the receiving piece 2c of the receiving metal fitting 2. Of course, also in this case, the height position of the beam rod 5 with respect to the column 1 is always constant.
【0024】こうして、梁杆5の係止片8を支柱1の受
金具2内に挿嵌、支持させたのち、締付筒体9を螺進さ
せてその外端面を受金具2の正面板部2aの外面に圧接さ
せ、この状態から該締付筒体9をさらに螺進させる方向
に回動操作すると、係止片8が引き寄せられて受金具2
の正面板部2aの内面に圧着することになり、これらの締
付筒体9と係止片8によって受金具2の正面板部2aが強
固に挟着されて梁杆5の両端と支柱1とが連結、一体化
する。In this way, after the locking piece 8 of the beam rod 5 is inserted and supported in the receiving metal fitting 2 of the column 1, the tightening cylinder 9 is screwed to make its outer end face the front plate of the receiving metal fitting 2. When the tightening cylinder 9 is rotated in a direction in which it is pressed against the outer surface of the portion 2a and the tightening cylinder 9 is further screwed from this state, the locking piece 8 is pulled and the catch 2
The front plate portion 2a of the receiving metal fitting 2 is firmly clamped by the tightening cylinder 9 and the locking piece 8 so that the front plate portion 2a of the receiving rod 2 and the pillar 1 are supported. And are connected and integrated.
【0025】なお、支柱1、1間の対向する受金具2、
2に梁杆5を上記操作によって連結させる場合、梁杆5
の係止片8が支柱1の受金具2内面に当接し得ない状態
となる場合があるが、締付筒体9の外端面は受金具2の
正面板部2aに圧着させるだけで、梁杆5を支柱1に強固
に取付けることができ、従って、係止片8は受金具2内
にルーズに嵌入した状態であっても何等の支障も生じな
い。The supporting brackets 2 facing each other between the columns 1 and 1,
When the beam rod 5 is connected to 2 by the above operation, the beam rod 5
There is a case where the locking piece 8 of can not be brought into contact with the inner surface of the bracket 2 of the support column 1, but the outer end surface of the tightening cylinder 9 is simply crimped to the front plate portion 2a of the bracket 2, The rod 5 can be firmly attached to the column 1, and therefore, even if the locking piece 8 is loosely fitted into the receiving metal fitting 2, no trouble occurs.
【0026】さらに、締付筒体9を螺進させて受金具2
の正面板部2aに徐々に接近させると、受金具2の下端部
中央に突設している小突起4が締付筒体9の前側開口部
9b内に入り込み、該開口部9bの下側内周面に係合して梁
杆5の抜け止めが行われるものである。Further, the tightening cylinder 9 is screwed to move the receiving fitting 2
When gradually approaching the front plate portion 2a of the above, the small projection 4 projecting at the center of the lower end portion of the receiving metal fitting 2 becomes the front opening portion of the tightening tubular body 9.
The beam rod 5 enters the inside of the beam 9b and engages with the lower inner peripheral surface of the opening 9b to prevent the beam rod 5 from coming off.
【0027】このようにして、各隣接する支柱1、1の
対向する受金具2、2間を梁杆5によって一体的に連結
すると共に、ブレス取付片10、10間にブレスを連繋して
架設枠組構造物を組立てるものであるが、梁杆5を下梁
とした上記中間枠部材23を使用して支柱1、1同士を連
結、一体化してもよい。即ち、この中間枠部材23の下梁
である梁杆5の係止片8、8を支柱1、1の下側の受金
具2、2内に嵌め込むと同時に、上梁24の両端係止片2
8、28を上側の受金具2、2内に嵌め込み、梁杆5側に
おいては、上述同様の操作によって締付筒体9により支
柱1に連結、一体化させると共に、上梁24側においては
その締付螺杆26を回動操作して係止片28を引き寄せ、受
金具2の正面板部2aの内面に圧着させることによって連
結、一体化させるものである。In this way, the supporting brackets 2, 2 of the adjacent columns 1 and 1 facing each other are integrally connected to each other by the beam rod 5, and the brace attachment pieces 10 and 10 are connected to each other by a brace. Although the frame structure is assembled, the columns 1 and 1 may be connected and integrated by using the intermediate frame member 23 in which the beam rod 5 is a lower beam. That is, the locking pieces 8, 8 of the beam rod 5, which is the lower beam of the intermediate frame member 23, are fitted into the lower metal fittings 2, 2 of the columns 1, 1 and at the same time, both ends of the upper beam 24 are locked. Piece 2
8 and 28 are fitted into the upper receiving fittings 2 and 2, and on the beam rod 5 side, they are connected and integrated with the column 1 by the tightening cylinder 9 by the same operation as described above, and on the upper beam 24 side, The fastening screw rod 26 is rotated to draw the locking piece 28, and the locking piece 28 is connected to and integrated with the inner surface of the front plate portion 2a of the bracket 2 by pressure.
【0028】[0028]
【発明の効果】以上のように本発明の架設枠組構造物に
おける連結装置によれば、長さ方向に所定間隔毎に上向
きに開口した受止金具を一体に設けてなる支柱と、両端
に該支柱の前記受金具に係脱可能な係止片を突設してな
る梁杆とからなり、前記係止片を梁杆の両端面から所定
間隔を存した状態で突設させていると共に該梁杆の両端
に螺子部を設け、この螺子部に締付筒体を前記係止片に
対して進退自在に螺合させてなる構造を有しているの
で、前後左右方向に立設される支柱の対向受金具に梁杆
の両端係止片を嵌め込んだ後、締付筒体を螺進させれ
ば、該締付筒体の外端面が受金具の対向端面に強固に圧
着して簡単且つ確実に支柱と梁杆とを連結、一体化させ
ることができる。As described above, according to the connecting device for the erection frame structure of the present invention, the support pillar integrally provided with the receiving metal fittings that are opened upward at predetermined intervals in the lengthwise direction is provided at both ends. A beam rod formed by projecting a locking piece that can be engaged with and disengaged from the bracket of the support, and the locking piece is projected from both end surfaces of the beam rod at a predetermined interval. Since a threaded portion is provided at both ends of the beam rod, and a fastening cylinder is screwed into the threaded portion so as to be able to advance and retreat with respect to the locking piece, it is erected in the front-rear and left-right directions. After fitting both end locking pieces of the beam rod into the opposing receiving metal fittings of the strut, and screwing the tightening tubular body, the outer end surface of the tightening tubular body is firmly crimped to the facing end surface of the receiving metal fitting. The pillar and the beam rod can be easily and reliably connected and integrated.
【0029】また、この際、係止片の形状を矩形状等の
ように上下左右対向形状に形成しておくことによって、
支柱の受金具に対して梁杆を従来のフックのように方向
付けを行うことなく、上下左右どのような態勢からでも
ワンタッチで係合させることができ、組立作業が能率よ
く行えると共に、受金具の下端中央に前記締付筒体の開
口下端内周面に係合する小突起を突設しておけば、締付
筒体が受金具に圧接した時に、突起が該閉付筒体の下端
内周面に係合し、締付筒体の締付力が弱い場合や締付筒
体に緩みが生じた場合においても、梁杆の係止片が支柱
の受金具から抜け出るのを確実に防止することができる
ものである。Further, at this time, by forming the engaging pieces in a vertically and horizontally opposed shape such as a rectangular shape,
The beam rod can be engaged with one-touch from any position of up, down, left, and right without having to orient the beam rod with respect to the support bracket of the strut, and the assembling work can be done efficiently, and the support bracket If a small projection that engages with the inner peripheral surface of the lower end of the opening of the tightening cylinder is provided at the center of the lower end of the, the projection is the lower end of the closing cylinder when the tightening cylinder presses against the receiving metal fitting. Even if the tightening force of the tightening cylinder is weak and the tightening cylinder is loosened by engaging with the inner peripheral surface, it is ensured that the locking piece of the beam rod does not come out from the support bracket of the column. It can be prevented.
【図1】支柱と梁杆との連結状態を示す斜視図、FIG. 1 is a perspective view showing a connected state of a column and a beam rod,
【図2】その縦断側面図、FIG. 2 is a longitudinal side view of the same,
【図3】架設枠組構造物の正面図、FIG. 3 is a front view of an erection frame structure,
【図4】中間枠部材の正面図、FIG. 4 is a front view of an intermediate frame member,
【図5】支柱と中間枠部材との組立状態を示す正面図。FIG. 5 is a front view showing an assembled state of the support column and the intermediate frame member.
1 支柱 2 受金具 3 係止溝孔 4 小突起 5 梁杆 7 係止棒体 8 係止片 9 締付筒体 1 Prop 2 Receiving metal fitting 3 Locking groove hole 4 Small protrusion 5 Beam rod 7 Locking rod body 8 Locking piece 9 Tightening cylinder
Claims (3)
た受止金具を一体に設けてなる支柱と、両端に該支柱の
前記受金具に係脱可能な係止片を突設してなる梁杆とか
らなり、前後左右方向に所定間隔毎に立設した前記支柱
間を対向する支柱の受金具に梁杆の両端係止片を係止さ
せることにより組み立てられる仮設枠組構造物におい
て、前記係止片を梁杆の両端面から所定間隔を存した状
態で突設させていると共に該梁杆の両端に螺子部を設
け、この螺子部に締付筒体を前記係止片に対して進退自
在に螺合させていることを特徴とする仮設枠組構造物に
おける連結装置。1. A support column integrally provided with receiving metal fittings that open upward at predetermined intervals in the length direction, and projecting projections at both ends that are engageable and disengageable with the receiving metal fittings of the support pillar. In a temporary frame structure that is assembled by locking both end locking pieces of the beam rod to the metal fittings of the columns that face each other between the columns that are erected at predetermined intervals in the front-rear and left-right directions, The locking piece is provided so as to project from both end surfaces of the beam rod at a predetermined distance, and screw portions are provided at both ends of the beam rod, and a tightening cylinder is attached to the screw portion with respect to the locking piece. A connecting device for a temporary framework structure, characterized in that it is screwed so as to move forward and backward.
設し且つ外周面に螺子部を形成している係止棒体の先端
に固着されていると共に該係止片を係止棒体に対して上
下左右対称形状に形成してあり、この係止棒体に前記締
付筒体を進退自在に螺合させてなる請求項1記載の仮設
枠組構造物における連結装置。2. The locking piece is fixed to the tip of a locking rod body projecting from the center of both end surfaces of the beam rod and having a screw portion on the outer peripheral surface, and the locking piece is engaged. 2. The connecting device for a temporary frame structure according to claim 1, wherein the connecting rod is formed in a vertically symmetrical shape with respect to the stop rod, and the fastening cylinder is screwed into the locking rod so as to be able to move forward and backward.
開口下端内周面に係合する突起を突設してなる請求項1
記載の仮設枠組構造物における連結装置。3. A projection provided at the center of the lower end of the metal fitting so as to engage with the inner peripheral surface of the lower end of the opening of the tightening cylinder.
A connecting device in the described temporary framework structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3282286A JP2573117B2 (en) | 1991-10-01 | 1991-10-01 | Connecting device in temporary frame structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3282286A JP2573117B2 (en) | 1991-10-01 | 1991-10-01 | Connecting device in temporary frame structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0593461A true JPH0593461A (en) | 1993-04-16 |
JP2573117B2 JP2573117B2 (en) | 1997-01-22 |
Family
ID=17650453
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3282286A Expired - Lifetime JP2573117B2 (en) | 1991-10-01 | 1991-10-01 | Connecting device in temporary frame structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2573117B2 (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012197635A (en) * | 2011-03-23 | 2012-10-18 | Nippon Steel & Sumikin Metal Products Co Ltd | Angle-brace type connector with precedence balustrade frame and temporary scaffold |
JP5789606B2 (en) * | 2010-07-26 | 2015-10-07 | 日鐵住金建材株式会社 | Connecting material with a cane and temporary scaffold |
CN105421756A (en) * | 2015-12-03 | 2016-03-23 | 无锡市晨源建筑器材有限公司 | Bowl-holding scaffold |
KR20190002130A (en) * | 2017-06-29 | 2019-01-08 | 인하대학교 산학협력단 | System support |
KR20210019255A (en) * | 2019-08-12 | 2021-02-22 | 대우조선해양 주식회사 | Vertical and horizontal connection structure of shipyard system scaffold |
KR102490668B1 (en) * | 2022-07-11 | 2023-01-20 | 주식회사 명인패시브 | Connection apparatus of system scaffolding |
WO2023025603A3 (en) * | 2021-08-27 | 2023-04-20 | Peri Se | Scaffold transom |
KR20240010181A (en) * | 2022-07-15 | 2024-01-23 | 주식회사 엠케이엔지니어링 | The system scaffolding |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3035149U (en) * | 1996-08-27 | 1997-03-11 | 一人 中村 | Food and drink spoon |
-
1991
- 1991-10-01 JP JP3282286A patent/JP2573117B2/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3035149U (en) * | 1996-08-27 | 1997-03-11 | 一人 中村 | Food and drink spoon |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5789606B2 (en) * | 2010-07-26 | 2015-10-07 | 日鐵住金建材株式会社 | Connecting material with a cane and temporary scaffold |
JP2012197635A (en) * | 2011-03-23 | 2012-10-18 | Nippon Steel & Sumikin Metal Products Co Ltd | Angle-brace type connector with precedence balustrade frame and temporary scaffold |
CN105421756A (en) * | 2015-12-03 | 2016-03-23 | 无锡市晨源建筑器材有限公司 | Bowl-holding scaffold |
KR20190002130A (en) * | 2017-06-29 | 2019-01-08 | 인하대학교 산학협력단 | System support |
KR20210019255A (en) * | 2019-08-12 | 2021-02-22 | 대우조선해양 주식회사 | Vertical and horizontal connection structure of shipyard system scaffold |
WO2023025603A3 (en) * | 2021-08-27 | 2023-04-20 | Peri Se | Scaffold transom |
KR102490668B1 (en) * | 2022-07-11 | 2023-01-20 | 주식회사 명인패시브 | Connection apparatus of system scaffolding |
KR20240010181A (en) * | 2022-07-15 | 2024-01-23 | 주식회사 엠케이엔지니어링 | The system scaffolding |
Also Published As
Publication number | Publication date |
---|---|
JP2573117B2 (en) | 1997-01-22 |
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