JP2000120304A - Support/horizontal muntin joint and connection structure with such joint - Google Patents

Support/horizontal muntin joint and connection structure with such joint

Info

Publication number
JP2000120304A
JP2000120304A JP10290226A JP29022698A JP2000120304A JP 2000120304 A JP2000120304 A JP 2000120304A JP 10290226 A JP10290226 A JP 10290226A JP 29022698 A JP29022698 A JP 29022698A JP 2000120304 A JP2000120304 A JP 2000120304A
Authority
JP
Japan
Prior art keywords
joint
band
column
strut
support
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
JP10290226A
Other languages
Japanese (ja)
Other versions
JP3774325B2 (en
Inventor
Kenji Uehara
健嗣 上原
Makoto Koide
誠 小出
Nobuhisa Deki
信久 出来
Yohei Inagaki
揚平 稲垣
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.)
Sekisui Jushi Corp
Original Assignee
Sekisui Jushi Corp
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 Sekisui Jushi Corp filed Critical Sekisui Jushi Corp
Priority to JP29022698A priority Critical patent/JP3774325B2/en
Publication of JP2000120304A publication Critical patent/JP2000120304A/en
Application granted granted Critical
Publication of JP3774325B2 publication Critical patent/JP3774325B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Fencing (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a support/horizontal muntin joint capable of being easily mounted to a support through its side face for positive end strong connection without slipping down the joint connected to the support and a connection structure therewith. SOLUTION: A plurality of pressure contact portions 6 are formed on the band portion 3 of a joint 2 in contact with the semicircular side face on the horizontal muntin side of a support 1 and protrusions 8 are formed inside the band portion 3. The protrusions 8 of the band portion 3 are aligned with recesses 81 or holes 82 formed in the side face of the support 1 and engaged therewith to connect the support 1 to a horizontal muntin 10.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、支柱と横棧を水
平,垂直の各方向に対して自在に、かつ強固に接続させ
る継手およびこの継手を備えた接続構造に関し、とりわ
け防護柵や建設現場の仮囲い等において好適に使用され
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint for connecting a column and a transverse member freely and firmly in each of horizontal and vertical directions, and a connection structure provided with the joint. It is preferably used in a temporary enclosure or the like.

【0002】[0002]

【従来の技術】防護柵などの支柱と横棧を、設置しよう
とする地形に対応して組み立てて水平および垂直の両方
の面内において自在に対応させて斜めに設置する方法に
関して実公平4−39285号において開示されてお
り、図12に示す様に支柱に合致させる支柱挟持部91
と、ビーム93に連結されるビーム挟持部92とからな
るブラケット9の、ビーム挟持部92に形成されたビー
ム93固定用ボルト94の孔95および支柱90を挟持
するためのボルト96の孔97の2対のボルト孔のそれ
ぞれに、各ボルトを介してビーム93の支柱90への取
り付けがなされる。また、ブラケットの取付位置決めを
行うためにブラケット9の支柱挟持部91に位置決め板
98が固定され、この位置決め板98が支柱90に明け
た開口99に嵌め込まれてブラケット9の固定がなされ
る。
2. Description of the Related Art A method of assembling columns and shelters such as protective fences in accordance with the terrain to be installed and installing them obliquely in both horizontal and vertical planes as required. No. 39285, and a support pinching portion 91 which matches with a support as shown in FIG.
Of the bracket 95 composed of the beam 93 and the beam holding portion 92 connected to the beam 93, the hole 95 of the bolt 93 for fixing the beam 93 formed in the beam holding portion 92 and the hole 97 of the bolt 96 for holding the column 90. At each of the two pairs of bolt holes, the beam 93 is attached to the column 90 via each bolt. In addition, a positioning plate 98 is fixed to the support pinching portion 91 of the bracket 9 for mounting and positioning the bracket. The positioning plate 98 is fitted into an opening 99 formed in the support 90 to fix the bracket 9.

【0003】また、このブラケット9のビーム挟持部9
2には対向する2片の上下の端部がその先端部を除いて
互いに内側に折曲げられた折曲片920が形成されてい
て、該ビーム挟持部92に固定されたビーム93の端部
が突出することがなくビーム挟持部92の内側に収まる
ようになされている。
[0003] A beam holding portion 9 of the bracket 9 is provided.
2 is formed with a bent piece 920 in which the upper and lower ends of two opposing pieces are bent inwardly except for the tip, and the end of a beam 93 fixed to the beam holding portion 92. Are fitted inside the beam holding portion 92 without protruding.

【0004】しかしながら、かかる実公平4−3928
5号に示されるブラケット9を支柱90に取り付ける
際、ブラケット9のビーム挟持部92の上下に折曲片9
20が形成されているため、このビーム挟持部92の対
向する2片を拡げて支柱90に対してブラケット9を支
柱90側面から装着するのは不可能で、必ず支柱90の
上端部または下端部から挿通させなければならず、した
がって支柱90が立設されている場合には作業が煩雑
で、あるいは支柱の上端部にすでにキャップが冠着され
ている場合にはブラケット9の挿通が不可能であるとい
う問題があった。
[0004] However, Japanese Utility Model Publication No. 4-3928
When the bracket 9 shown in No. 5 is attached to the column 90, the bent pieces 9
Due to the formation of the support 20, it is impossible to mount the bracket 9 on the support 90 from the side surface of the support 90 by expanding the two opposing pieces of the beam holding portion 92. Therefore, the work is complicated when the column 90 is erected, or when the cap is already mounted on the upper end of the column, the bracket 9 cannot be inserted. There was a problem.

【0005】さらに、ブラケット9の支柱挟持部91の
取り付け部の内側寸法の製造誤差によって支柱90の外
周にピッタリと合致されないのがしばしばであり、支柱
90を挟持するための孔97にボルト96が貫通されて
固定されるにもかかわらず、取り付け後においてガタツ
キが発生したり、最悪の場合ビーム93にかかる外力に
よってブラケット9の支柱挟持部91の位置決め板98
が、支柱90に明けられた開口99から外れてブラケッ
ト9がズレ落ちるという問題を有していた。
[0005] Further, it is often the case that the outer periphery of the post 90 does not fit perfectly with the outer periphery of the post 90 due to a manufacturing error in the inside dimension of the mounting portion of the post holding portion 91 of the bracket 9, and a bolt 96 is provided in a hole 97 for holding the post 90. Despite being penetrated and fixed, rattling occurs after the mounting, or in the worst case, the external force applied to the beam 93 causes the positioning plate 98 of the column holding portion 91 of the bracket 9 to be positioned.
However, there was a problem that the bracket 9 slipped off from the opening 99 opened in the support column 90.

【0006】[0006]

【発明が解決しようとする課題】本発明は上述のような
問題点を解消して、支柱に対して継手を側面から容易に
装着させることができ、また支柱に接続された継手がズ
レ落ちることなく確実に、かつ強固に固定できるような
支柱と横棧の継手およびその接続構造を提供するもので
ある。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and can easily attach a joint to a support from a side surface, and the joint connected to the support is displaced. It is an object of the present invention to provide a joint of a support and a transverse member which can be fixed securely and firmly without any trouble, and a connection structure thereof.

【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、本発明に係る支柱と横棧の継手およびこの継手を備
えた接続構造は以下のように構成される。すなわち、支
柱の外周に周回されるバンド状部と、該バンド状部両端
より平行に突出されて、横棧の端部を挟着する挟着部か
らなる継手において、該バンド状部の支柱と対向する裏
面側に係止手段が設けられ、バンド状部を支柱に周回さ
せて前記挟着部を横棧に挟着させた際、前記係止手段が
支柱側面部に係止されて支柱と横棧との接続がなされる
継手を構成するものである。
Means for Solving the Problems In order to achieve the above-mentioned object, a joint of a pillar and a cross member according to the present invention and a connection structure provided with the joint are configured as follows. That is, in a joint consisting of a band-shaped portion circling the outer periphery of a column and a clamping portion protruding in parallel from both ends of the band-shaped portion and clamping an end of the horizontal member, the joint of the band-shaped portion is Locking means is provided on the opposite back side, and when the band-shaped portion is circulated around the column and the clamping portion is clamped by the horizontal ridge, the locking means is locked to the column side portion and the column is fixed. This constitutes a joint to be connected to the horizontal board.

【0008】また、継手のバンド状部に設けられた係止
手段が複数の圧接部として形成され、継手の挟着部を挟
着ボルトを締め付けて横棧に挟着させてゆく際に前記複
数の圧接部が支柱の横棧側の半円周側面に強力に圧接さ
れて、支柱と横棧とが強固に接続される継手を構成する
ものである。
[0008] Further, the locking means provided on the band-shaped portion of the joint is formed as a plurality of pressure contact portions. The pressure contact portion is strongly pressed against the semicircular side surface of the column on the side of the horizontal ridge, thereby forming a joint in which the column and the horizontal ridge are firmly connected.

【0009】さらに、継手のバンド状部のほぼ中央部分
において該バンド状部の他の部分と曲げ剛性の異なる変
異部が設けられて、バンド状部の両端より平行に突出さ
れた挟着部の間隔を拡幅した際に該変異部を中心として
バンド状部の他の部分を変形させることなく、バンド状
部の拡開を可能にする継手を構成するものである。
Further, a deformed portion having a different bending rigidity from that of the other portion of the band-like portion is provided substantially at the center portion of the band-like portion of the joint, and a clamping portion protruding in parallel from both ends of the band-like portion is provided. A joint that enables the band-shaped portion to be expanded without deforming other portions of the band-shaped portion around the deformed portion when the interval is widened.

【0010】さらにまた、継手の支柱と対向するバンド
状部の裏面側に凸部が形成されて、一方支柱の側面に前
記凸部に対応して凹部または孔部が形成され、継手の挟
着部を横棧に挟着させた際、バンド状部に形成された凸
部が支柱側面の凹部あるいは支柱側面の孔部のいずれか
と係着され、継手が支柱との接続部分でズレを起こすこ
となく、支柱と横棧との確実な接続が維持される継手を
構成するものである。
[0010] Furthermore, a convex portion is formed on the back surface side of the band-shaped portion facing the support column of the joint, and a concave portion or a hole portion is formed on the side surface of one of the columns corresponding to the convex portion. When the part is sandwiched by the horizontal ridge, the convex part formed in the band-shaped part is engaged with either the concave part on the side of the column or the hole on the side of the column, and the joint shifts at the connection part with the column In other words, a joint that maintains a reliable connection between the strut and the horizontal member is formed.

【0011】そしてまた、支柱の断面外周方向に沿った
複数の凹部または凹溝が支柱の長さ方向に間隔をおいて
複数段形成され、これらの複数の凹部のいずれかまたは
凹溝のいずれかに継手のバンド状部の支柱と対向する裏
面側に形成された凸部が係着され、横棧が支柱の周りに
可動な状態で支柱と横棧が接続されることによって、継
手と横棧との接続部における垂直面での可動性と併せて
支柱と横棧とが水平面,垂直面の両方向に自在の角度を
以て接続可能になされた、支柱と横棧との接続構造を構
成するものである。
A plurality of recesses or grooves along the outer circumferential direction of the cross section of the column are formed in a plurality of steps at intervals in the longitudinal direction of the column, and any one of the plurality of recesses or any of the grooves is formed. A protrusion formed on the back surface of the joint opposite to the strut of the band-shaped portion is engaged with the joint, and the strut and the strut are connected while the strut is movable around the strut. The connecting structure between the strut and the transverse member is configured such that the strut and the transverse member can be connected to the horizontal surface and the vertical surface at an arbitrary angle, in addition to the mobility on the vertical surface at the connection portion with the supporting member. is there.

【0012】[0012]

【発明の実施の形態】次に、本発明に係る実施形態の例
について、各図面を参照しながら詳述する。図1〜図4
は、本発明実施形態例の支柱と横棧の継手の構成を表す
図面であり、図5〜図8は、本発明を適用して設置され
る防護柵の実施形態の例を表す図面、および防護柵の支
柱と横棧の作動を説明する図面である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described in detail with reference to the drawings. 1 to 4
FIG. 5 is a drawing showing a configuration of a joint between a column and a cross member according to an embodiment of the present invention. FIGS. 5 to 8 are drawings showing an example of an embodiment of a protective fence installed by applying the present invention; It is drawing explaining operation | movement of the support | pillar of a protective fence, and a crossing.

【0013】図1においては、継手2の平行に突出され
た挟着部4を拡げてバンド状部3を支柱1の側面から周
回させるように装着させて、挟着部4を再び平行に戻し
つつキャップボルト85によってキャップ84が冠着さ
せられた横棧10の端部が、挟着ボルト83を介して接
続される様子を表している。そして、継手2のバンド状
部3を支柱1の側面から押し当てて挟着部4を平行に戻
して挟着ボルト83を緊締する際に、図1(c)に表す
ようにバンド状部3の支柱1と対向する裏面側に設けら
れた係止手段が、バンド状部3の縁部に形成された係止
部5として形成されて支柱1の側面部に開穿された孔部
82に係止されるようになされている。したがって、こ
の係止部5が支柱1の側面の孔部82に係止された上で
継手2と横棧10の端部とが接続されているので、横棧
10に大きな力が加わった際にも継手2は支柱1の孔部
82の位置からズレることがなく、支柱1と横棧10と
が強固に接続される。
In FIG. 1, the holding portion 4 of the joint 2 projecting in parallel is expanded so that the band-like portion 3 is mounted so as to rotate from the side surface of the column 1, and the holding portion 4 is returned to parallel again. In addition, a state is shown in which the ends of the horizontal members 10 on which the caps 84 are mounted by the cap bolts 85 are connected via the clamping bolts 83. Then, when the band-shaped portion 3 of the joint 2 is pressed against the side surface of the column 1 to return the holding portion 4 in parallel and tighten the holding bolt 83, as shown in FIG. The locking means provided on the back side opposite to the column 1 is formed as a locking portion 5 formed on the edge of the band-shaped portion 3 and is formed in a hole 82 formed in the side surface of the column 1. It is designed to be locked. Therefore, since the joint 2 and the end of the horizontal member 10 are connected to each other after the locking portion 5 is locked in the hole 82 on the side surface of the column 1, when a large force is applied to the horizontal member 10. In addition, the joint 2 is not displaced from the position of the hole 82 of the column 1, and the column 1 and the horizontal member 10 are firmly connected.

【0014】なお、継手2は鋼材やステンレススチール
の板材をプレス加工で製作するのが強度上もコスト上も
好適で、前記バンド状部3の係止部5は図1(a)に表
したようにバンド状部3の縁部から折曲されて形成され
るのが製造上容易であるが、バンド状部3の中央にプレ
ス成形による切起しによって形成されていてもよい。ま
た、図1の実施形態例では支柱中心線上の側面2箇所に
開穿された孔部82に対しそれぞれ係止部5が係止され
るようになされているため、継手2を支柱1に安定して
接続できて好適であるが、例えば支柱1に対して横棧1
0が延設される方向と正反対側の継手のバンド状部の1
箇所に係止部が形成されて、これに対応する支柱側面の
1箇所の孔部に係止部が係止されて支柱1と継手2とが
接続されていても強度的には十分である。
The joint 2 is preferably manufactured by pressing a steel or stainless steel plate material from the viewpoint of strength and cost. The locking portion 5 of the band 3 is shown in FIG. 1 (a). As described above, it is easy to manufacture by bending from the edge of the band-shaped portion 3, but it may be formed at the center of the band-shaped portion 3 by cutting and raising by press molding. In the embodiment of FIG. 1, since the locking portions 5 are respectively locked in the holes 82 formed in two side surfaces on the center line of the column, the joint 2 is stably fixed to the column 1. It is preferable that the connection can be made by connecting
1 of the band-shaped portion of the joint on the side opposite to the direction in which 0 is extended.
Even if a locking portion is formed at a location and the locking portion is locked in one corresponding hole on the side surface of the column and the column 1 and the joint 2 are connected, the strength is sufficient. .

【0015】次に図2には、上述の図1の場合と同様に
挟着部4とバンド状部3とからなる継手2において、そ
のバンド状部3の縁部から曲折された複数の圧接部6が
突設された状態を同図の(a),(b)に示し、(c)
はこの継手2を介して支柱1に横棧10を接続させた状
態を示している。ここで、バンド状部3の圧接部6はこ
のバンド状部3が支柱1の外周に沿って周回された際に
支柱1の横棧側の半円周側面側において支柱1と当接さ
れるような位置に形成されており、したがって継手2の
挟着部4が横棧10の端部を挟着させた状態で挟着ボル
ト83が緊締されてゆくのに応じて、バンド状部3の圧
接部6には図2(c)に示した矢印方向に強い力がかか
って、継手2は支柱1の側面に対して強力に圧接され
て、よって横棧10は支柱1に強固に接続される。な
お、この図2の継手2も図1の場合と同様に鋼材やステ
ンレススチールの板材をプレス加工で製作されるのが強
度上もコスト上も好適である。
Next, in FIG. 2, in the joint 2 composed of the holding portion 4 and the band-shaped portion 3 as in the case of FIG. The state in which the part 6 is protruded is shown in (a) and (b) of FIG.
Shows a state where the horizontal support 10 is connected to the column 1 via the joint 2. Here, the pressure contact portion 6 of the band-shaped portion 3 comes into contact with the column 1 on the semicircular side surface side of the column 1 when the band-shaped portion 3 is circulated along the outer periphery of the column 1. Therefore, as the clamping bolt 83 is tightened in a state where the clamping portion 4 of the joint 2 clamps the end of the horizontal ridge 10, the band-shaped portion 3 is formed. A strong force is applied to the press contact portion 6 in the direction of the arrow shown in FIG. 2 (c), and the joint 2 is strongly pressed against the side surface of the column 1, so that the horizontal member 10 is firmly connected to the column 1. You. It is preferable that the joint 2 of FIG. 2 be manufactured by pressing a steel or stainless steel plate similarly to the case of FIG. 1 in terms of strength and cost.

【0016】図2の(a),(b)に示した2種類の継
手は、それぞれが互いに対で使用されるものでもありそ
の展開実施例を図5〜8に基づき後述するが、この2種
類の継手の場合バンド状部3の縁部に形成された圧接部
6はそれぞれ4ヵ所であり、支柱1の側面に対して安定
してかつ強固に継手2を接続できるので好適である。ま
た、図2(a),(b)の様に前記バンド状部3の圧接
部6はバンド状部3の縁部から折曲されて形成されるの
が製造上容易であるが、バンド状部3の中央にプレス成
形による切起し片、あるいはプレス絞り成形や溶接によ
る凸状部が複数ヶ所突設されて、支柱側面に対し強力に
圧接しうるようになされていてもよい。
The two types of joints shown in FIGS. 2 (a) and 2 (b) are also used in pairs with each other, and an embodiment thereof will be described later with reference to FIGS. In the case of a type of joint, there are four press-contact portions 6 formed at the edges of the band-shaped portion 3, which are preferable because the joint 2 can be stably and firmly connected to the side surface of the column 1. As shown in FIGS. 2A and 2B, it is easy to manufacture the press-contact portion 6 of the band-shaped portion 3 by bending it from the edge of the band-shaped portion 3; A cut-and-raised piece formed by press molding, or a plurality of convex portions formed by press drawing or welding may be provided at the center of the portion 3 so as to be able to strongly press against the side surface of the column.

【0017】続いて図3の(a),(b)は、図2に示
した2種類の継手のバンド状部3のほぼ中央部分におい
て曲げ剛性の異なる変異部7が設けられて、該変異部を
中心としてバンド状部の両端が平行に突出された挟着部
4,4の間が拡幅可能となされたものであって、支柱1
に対しその側面から継手2を装着するために平行する挟
着部4を拡げる際、前記変異部7を中心として平行する
2つの挟着部4を容易に拡げることができる。なお、図
3(a),(b)における変異部7はバンド状部3の縁
部を切り欠いて形成されているが、バンド状部3中央に
孔が開穿されたようなもの等、同図(d)に示すように
バンド状部3全体を変形させることなく拡げられるもの
であればよく、例えば同図(c)のようにバンド状部3
の一部が変形された変異部70となされていてもよい。
3 (a) and 3 (b) show a modified portion 7 having a different bending stiffness at almost the center of the band-shaped portion 3 of the two types of joints shown in FIG. The width between the sandwiching portions 4 and 4 in which both ends of the band-shaped portion protrude in parallel with the portion as the center can be widened.
On the other hand, when expanding the parallel holding portions 4 for mounting the joint 2 from the side surface thereof, the two holding portions 4 parallel to each other with the mutation portion 7 as the center can be easily expanded. 3 (a) and 3 (b), the mutated portion 7 is formed by cutting out the edge of the band-shaped portion 3, but the mutated portion 7 has a hole formed in the center of the band-shaped portion 3. It is sufficient that the band-like portion 3 can be expanded without deforming the entire band-like portion 3 as shown in FIG.
May be formed as a modified portion 70 in which a part is deformed.

【0018】さらに続いて、図4(a)は継手2のバン
ド状部3の支柱と対向する裏面側に凸部8が形成された
状態を表しており、このバンド状部3を支柱1に周回さ
せて継手2の挟着部4を横棧10の端部に挟着させた際
に、図4(d),(e)に示すように、前記凸部8と支
柱1の側面に設けられた凹部81または孔部82のいず
れかとが位置を合わせられて係着されて支柱1と継手2
との接続がなされる。特に併せて、バンド状部3の縁部
に形成された前述の圧接部6が支柱1の側面に対して強
力に圧接されて継手2が強固に固定される場合には、前
記凸部8は単に継手2の高さ方向の取付位置ガイドとし
ての機能のみならず、設置後横棧10に大きな力が加わ
った際にも、継手2の凸部8が支柱1の凹部81または
孔部82から外れ落ちることなく係止されて支柱1と横
棧10が強固に接続される。
Subsequently, FIG. 4A shows a state in which a convex portion 8 is formed on the back surface of the joint 2 opposite to the support of the band 3, and the band 3 is attached to the support 1. As shown in FIGS. 4 (d) and 4 (e), when the clamping portion 4 of the joint 2 is rotated and clamped at the end of the horizontal support 10, as shown in FIGS. And the support 1 and the joint 2
The connection with is made. In particular, when the above-mentioned press contact portion 6 formed at the edge of the band-shaped portion 3 is strongly pressed against the side surface of the column 1 and the joint 2 is firmly fixed, the convex portion 8 In addition to simply functioning as a position guide in the height direction of the joint 2, even when a large force is applied to the transverse member 10 after installation, the convex portion 8 of the joint 2 is moved from the concave portion 81 or the hole 82 of the column 1. The pillar 1 and the horizontal support 10 are firmly connected without being separated without falling off.

【0019】なお、継手2のバンド状部3の凸部8は、
図4(b)に表わすように継手2を構成する金属板にプ
レス成形によって段押しされて形成された凸部8の他、
同図(c)に表すようなボルト頭部が螺設された凸部
8、あるいは溶接された凸部であってもよい。対する支
柱1の側面加工は、この凸部8が係着される凹部または
孔部のいずれであってもよく、同図(d)中に示す凹部
81の場合には支柱1の内部に雨水等の水分が入る心配
がなくて好適であり、同図(e)中に示す後者の孔部8
2の場合は加工コストが安価な点で優れている。
The projection 8 of the band 3 of the joint 2 is
As shown in FIG. 4 (b), in addition to the convex portion 8 formed by step-pressing the metal plate constituting the joint 2 by press molding,
The protrusion 8 may be a protrusion 8 in which a bolt head is screwed or a welded protrusion as shown in FIG. The side surface processing of the supporting column 1 may be either a concave portion or a hole portion to which the convex portion 8 is engaged, and in the case of the concave portion 81 shown in FIG. It is preferable because there is no concern that water may enter the hole 8. The latter hole 8 shown in FIG.
The case of 2 is excellent in that the processing cost is inexpensive.

【0020】次に、以上詳述した本発明の支柱と横棧の
継手を適用した防護柵の実施形態例について、図5〜図
8に基づいて説明する。図5は、適宜間隔で立設された
支柱1,1の間に上下の横棧10,10の間に多数の縦
棧11が設けられてなる柵パネル12が架設される形態
の防護柵が、傾斜地に設置された実施形態の例を表して
いる。ここで、多数の縦棧11の上下の両端はそれぞれ
上下の横棧10に対して軸着されていて、柵パネル12
は角度を可変に支柱間に架設されるようになされてい
る。また、図5に表す実施形態例では、同図(b),
(c)に示すように横棧10はこれに冠着されたキャッ
プ84を介して継手2に挟着ボルト83によって軸着さ
れて、柵パネル12の取付角度の変化に対応するように
なされている。
Next, an embodiment of a protective fence to which the joint between the column and the crosspiece according to the present invention described in detail above is applied will be described with reference to FIGS. FIG. 5 shows a protective fence having a form in which a fence panel 12 in which a number of longitudinal supports 11 are provided between upper and lower horizontal supports 10 and 10 between pillars 1 and 1 standing at appropriate intervals is installed. Shows an example of an embodiment installed on a slope. Here, the upper and lower ends of a large number of longitudinal ridges 11 are mounted on the upper and lower lateral ridges 10 respectively, and the fence panel 12
Is constructed so as to be erected between the columns with variable angles. Also, in the embodiment shown in FIG. 5, FIG.
As shown in FIG. 3C, the horizontal support 10 is axially mounted on the joint 2 via a cap 84 mounted on the joint 2 by a clamping bolt 83 so as to correspond to a change in the mounting angle of the fence panel 12. I have.

【0021】かような防護柵を図5(a)に示す傾斜地
への設置手順について記載すると、 支柱1・・を所定の配置に従って立設する。 端部
支柱1の上下にシングルバンド継手21を取り付け、キ
ャップ84を挟着ボルト83により接続する。 隣接する支柱1の上部にダブルバンド継手22,キャ
ップ84を接続する。 続いてその支柱下部にシングルバンド継手21,キャ
ップ84を接続する。 柵パネル12を相隣り合う支柱1に固定した各継手に
接続されたキャップ84の下方から挿冠し、横棧10の
端部をキャップボルト85を介して固定する。 ・・・ 以下、同様の作業を繰り返してゆく。
The procedure for installing such a protective fence on a slope shown in FIG. 5A will be described. The columns 1 are erected according to a predetermined arrangement. The single band joint 21 is attached to the upper and lower ends of the end support 1, and the cap 84 is connected with the clamping bolt 83. The double band joint 22 and the cap 84 are connected to the upper part of the adjacent column 1. Subsequently, the single band joint 21 and the cap 84 are connected to the lower part of the support. The fence panel 12 is crowned from below the cap 84 connected to each joint fixed to the adjacent column 1, and the end of the horizontal support 10 is fixed via the cap bolt 85. ... Hereinafter, the same operation is repeated.

【0022】図7に示すこの防護柵の平坦地での設置に
ついても、ほぼ同様の工程によって行れるが、図7
(c)に表したようにダブルバンド継手22に形成され
た2本のバンド状部の間にシングルバンド継手21をか
み合わせて取り付けされる部分においては、予めこの両
者が組み合わせられたうえ、支柱1上部から前記両継手
の組み合わせによって形成される支柱1の外形寸法より
稍々大寸法の環状部が挿通されて支柱1への接続がなさ
れる。なおこの際、両継手はそれぞれが挟着されるまで
は内寸法にある程度のゆとりがもたされているために、
両者を組み合わせた際に形成される概略支柱の形状の環
状部は図5〜図7(b),(c)中に示した支柱1の外
径寸法より稍々大きい程度の外径寸法の支柱キャップ1
00であれば、支柱1の立設時に支柱キャップ100が
冠着されている場合においても、前記両継手が組み合わ
せられた状態の継手21,22はなんら問題なく支柱1
の上部から挿通させることができる。
The protection fence shown in FIG. 7 can be installed on a flat ground by almost the same steps.
As shown in (c), in a portion where the single band joint 21 is engaged and attached between the two band-shaped portions formed on the double band joint 22, the two are combined in advance, and the support 1 An annular portion slightly larger than the outer dimension of the column 1 formed by the combination of the two joints is inserted from above to connect to the column 1. In this case, since both joints have a certain amount of clearance in their internal dimensions until they are clamped,
An annular portion having a substantially columnar shape formed when the two are combined has a column having an outer diameter slightly larger than the column 1 shown in FIGS. 5 to 7B and 7C. Cap 1
00, the joints 21 and 22 in a state where the two joints are combined can be used without any problem even when the column cap 100 is mounted when the column 1 is erected.
Can be inserted from above.

【0023】また、前述の図5の傾斜地における柵の設
置においては、横棧10の通り芯を出して景観意匠上外
観の優れた防護柵とするために、支柱1に対するシング
ルバンド継手21とダブルバンド継手22の取り付け高
さ位置を上下に若干ズラして接続が行われる場合につい
て説明したが、図7の平坦地での設置の場合と同様にシ
ングルバンド継手21とダブルバンド継手22が互いに
かみ合わされて支柱に接続されて傾斜地でのこの柵の組
み立てがなされてもよく、その場合には図6に表すよう
に横棧10の通り芯が出されずに傾斜面に対し横棧10
は厳密には平行にはならないが、支柱1に対して同図
(c)におけるシングルバンド継手21のバンド状部3
の凸部8を、シングルバンド継手21の2つの挟着部4
を挟着させることによって支柱に形成された凹部または
孔部に係着させて仮止めがなされるため、組み立て施工
性の良い防護柵の設置がなされる。
In the installation of the fence on the sloping ground shown in FIG. 5, the single band joint 21 to the support 1 and the double band joint 21 for the support 1 are provided in order to extend the center of the cross-over 10 and provide a protective fence having an excellent appearance in aesthetic design. Although the case where the connection is performed by slightly shifting the mounting height position of the band joint 22 up and down has been described, the single band joint 21 and the double band joint 22 engage with each other as in the case of installation on a flat ground in FIG. This fence may be assembled on a slope by connecting to a pillar. In this case, as shown in FIG.
Although not strictly parallel, the band-like portion 3 of the single band joint 21 in FIG.
Of the two clamping portions 4 of the single band joint 21
, The temporary fixing is performed by engaging with the concave portion or the hole portion formed in the support column, so that the protective fence with good assembling workability is installed.

【0024】ところで、図5〜図7の(b),(c)に
示すシングルバンド継手21に形成された凸部8は、い
ずれも支柱1の高さ方向での取付位置ガイドとしての機
能と併せてこのシングルバンド継手21を支柱1に対し
て確実に接続させるものであってこれに接続された横棧
10は水平面内における角度調節は不可能であるが、ダ
ブルバンド継手22についてはその挟着ボルト83を緊
締させるまでは自在に水平方向に角度調節ができ、した
がって図8に示す如く支柱1に対する横棧10の接続に
ついては水平面内において自在の角度にレイアウトする
ことができる。さらに、本発明を適用した継手2の挟着
部4に対し、上記詳述の如く横棧10は垂直面方向にも
可動に角度を以て接続されるので、防護柵の支柱1と横
棧10は水平,垂直の両方向に対して自在に接続可能
で、よって防護柵は傾斜地,平坦地にかかわらず平面プ
ランに対応して自由にレイアウトすることができる。
Each of the projections 8 formed on the single band joint 21 shown in FIGS. 5 (b) and 7 (c) has a function as a mounting position guide in the height direction of the column 1. At the same time, the single band joint 21 is securely connected to the column 1, and the horizontal member 10 connected to the single band joint 21 cannot adjust the angle in the horizontal plane. Until the attachment bolt 83 is tightened, the angle can be freely adjusted in the horizontal direction. Therefore, as shown in FIG. 8, the connection of the horizontal support 10 to the column 1 can be laid out at an arbitrary angle in a horizontal plane. Further, as described in detail above, the horizontal support 10 is movably connected to the sandwiching portion 4 of the joint 2 to which the present invention is applied in the vertical plane at an angle. It can be freely connected in both horizontal and vertical directions, so that the guard fence can be laid out freely according to the plan, regardless of the slope or flat ground.

【0025】以上上述の図5〜図8に基づく説明では、
上下の横棧10に多数の縦棧11が軸着されて構成され
る柵パネル12を、適宜間隔で立設された支柱1,1の
間に架設されてなる防護柵について説明したが、支柱が
適宜間隔で立設されたうえで支柱間に横棧が架設される
形態(縦桟を用いない)の防護柵の場合についても、上
述における支柱に接続される継手の挟着部と柵パネルを
構成する横棧端部との接続と同様にして支柱に横棧が架
設されればよい。
In the above description based on FIGS. 5 to 8,
The fence panel 12 constituted by a number of longitudinal ridges 11 mounted on the upper and lower horizontal ridges 10 is described as a protective fence constructed between the columns 1 and 1 erected at appropriate intervals. In the case of a protective fence in which cross-sections are erected between the columns after standing upright at appropriate intervals (without using vertical rails), the above-described sandwiching portion of the joint connected to the column and the fence panel are also used. May be provided on the support column in the same manner as the connection with the end of the horizontal ridge constituting the above.

【0026】最後に、本発明支柱と横棧の継手の接続構
造を適用した用途展開例について、図9〜図11によっ
て説明する。図9はこれらの用途展開に用いられる支柱
1と継手2とを表し、図10はその応用展開例の実施形
態の部品と取付構造とを示す組立説明図面を表し、図1
1はその用途展開の実施形態の一例である建設現場の仮
囲いを示す正面図である。
Finally, an application example of application of the connection structure of the joint of the column and the horizontal joint according to the present invention will be described with reference to FIGS. FIG. 9 shows a supporting column 1 and a joint 2 used for these application developments, and FIG. 10 shows an assembly explanatory drawing showing parts and a mounting structure of an embodiment of the application development example.
FIG. 1 is a front view showing a temporary enclosure at a construction site, which is an example of an embodiment of application development.

【0027】図9(a),(b)は支柱1断面外周方向
に複数の凹部81または凹溝86が支柱1の長さ方向に
間隔をおいて複数段形成され、この凹部または凹溝に対
して継手2のバンド状部3の裏面側に形成された凸部8
が係着されて、同図(c)のように支柱1と横棧10の
接続がなされることを表わしている。
FIGS. 9 (a) and 9 (b) show that a plurality of recesses 81 or grooves 86 are formed at intervals in the longitudinal direction of the column 1 in the outer circumferential direction of the cross section of the column 1. On the other hand, a convex portion 8 formed on the back surface side of the band-shaped portion 3 of the joint 2
Are attached, and the connection between the column 1 and the horizontal support 10 is made as shown in FIG.

【0028】また、図10には支柱1の長さ方向に幾分
の間隔をおいて2段ずつ形成された凹溝86,86が、
支柱1の長さ方向に適宜間隔に配設され、これら2段ず
つの凹溝86,86に対して継手2が上下逆にされて互
いに組み合わせられた状態で、支柱1に対して横棧10
が同一の高さレベルにおいて接続が可能なように構成さ
れている。ここで、継手2のバンド状部3には前述の圧
接部6が形成されて、この継手2の挟着部4での挟着ボ
ルト83の緊締によって圧接部6は支柱1側面に対して
強力に圧接されて、よって継手2は支柱1に強固に接続
される。さらにこの継手2のバンド状部3の裏面側には
前述した凸部8が形成されており、この凸部8が前記支
柱1の側面に2段ずつ形成された凹溝86に係着されて
支柱1と横棧10との接続がなされる。
FIG. 10 shows concave grooves 86, 86 formed in two steps at some intervals in the length direction of the column 1,
The joints 2 are arranged at appropriate intervals in the length direction of the support column 1, and the joints 2 are turned upside down in these two-step concave grooves 86, 86 and combined with each other.
Are configured to be connectable at the same height level. Here, the above-mentioned press-contact portion 6 is formed on the band-like portion 3 of the joint 2, and the press-contact portion 6 is strong against the side surface of the column 1 by tightening the holding bolt 83 at the holding portion 4 of the joint 2. And the joint 2 is firmly connected to the column 1. Further, the above-described convex portion 8 is formed on the back surface side of the band-shaped portion 3 of the joint 2, and the convex portion 8 is engaged with the concave groove 86 formed in two steps on the side surface of the column 1. The connection between the support 1 and the horizontal support 10 is made.

【0029】ここにおいて、凹溝86が支柱1の断面外
周方向に形成されていることによって、継手2は支柱1
の外周側面を水平方向に自在に可動なため、支柱1に対
して2本の横棧10,10はそれぞれ水平面内において
自在の角度を成して接続可能である。また、横棧10,
10の端部はそれぞれ継手2の挟着部4において垂直方
向にも可動な状態で接続されるので、支柱1に対して2
本の横棧10,10はそれぞれ水平,垂直の両方向に自
在の角度を成して接続可能である。
Here, since the concave groove 86 is formed in the outer circumferential direction of the cross section of the column 1, the joint 2 is
Since the outer peripheral side surface of the support member 1 is freely movable in the horizontal direction, the two horizontal supports 10, 10 can be connected to the column 1 at an arbitrary angle in a horizontal plane. In addition,
10 are connected to the holding portion 4 of the joint 2 so as to be movable in the vertical direction.
The horizontal members 10, 10 of the book can be connected at an arbitrary angle in both horizontal and vertical directions.

【0030】このように接続される図10に示す支柱1
と継手2とを適用して組み立てられた用途展開の実施形
態の一例として、図11に建設現場で用いる仮囲いを表
す。なお、図10,11の実施形態の一例においては、
支柱1に固定された継手2の挟着部4には図1〜4の説
明中に記述したキャップ84を介在させることなく、横
棧10の端部が直接接続されるような仕様となされてい
るが、横棧10の端部の端面には図9,10中に表すエ
ンドキャップ87が冠着されており、横棧10の端部の
端面が直接露出する危険のないように配慮がなされてい
る。
The column 1 shown in FIG. 10 thus connected.
FIG. 11 shows a temporary enclosure used at a construction site as an example of an embodiment of application development assembled by applying the joint and the joint 2. In addition, in an example of the embodiment of FIGS.
The sandwiching portion 4 of the joint 2 fixed to the column 1 is designed so that the end of the transverse member 10 is directly connected without interposing the cap 84 described in the description of FIGS. However, an end cap 87 shown in FIGS. 9 and 10 is mounted on the end face of the end of the horizontal support 10, so that there is no danger that the end face of the end of the horizontal support 10 is directly exposed. ing.

【0031】なお、図10(a)で継手2は、挟着部4
に開孔された2箇所の連結孔88に挟着ボルト83を貫
通させてナット89によって緊締されるようになされる
が、このナット89を予め挟着部4の連結孔88に溶接
させた状態の継手、あるいは継手の1箇所の連結孔88
にネジ切りされてこれに対して挟着ボルト83が螺入さ
れる形態の継手となされている場合には、ボルトの螺入
作業が楽になり施工性が向上されるうえ、さらに施工現
場においてナット89を紛失するようなことがないので
好適である。
In FIG. 10A, the joint 2 is
The clamping bolt 83 is penetrated through the two connecting holes 88 formed in the hole, and is tightened by the nut 89. The nut 89 is welded to the connecting hole 88 of the clamping portion 4 in advance. Connection hole or one connection hole 88 of the joint
When the joint is formed in such a manner that the pinching bolt 83 is screwed into the joint, the screwing operation of the bolt is facilitated, the workability is improved, and the nut is further installed at the work site. This is preferable because no 89 is lost.

【0032】[0032]

【発明の効果】以上詳述したように、本発明に係る支柱
と横棧の継手は、支柱の外周に周回されるバンド状部と
該バンド状部両端より平行に突出されて横棧の端部を挟
着する挟着部とからなる継手の、バンド状部の支柱と対
向する裏面側に係止手段が設けられ、バンド状部を支柱
に周回させて前記挟着部を横棧に挟着させた際、継手の
前記係止手段がバンド状部の支柱と対向する裏面側から
支柱側面部に係止され、継手の製造寸法誤差とは関係無
く直接的に支柱との接続がなされるので、支柱に対して
横棧が確実に接続されてズレを起こしたりすることがな
い。
As described in detail above, the joint of the strut and the crosspiece according to the present invention has a band-like portion circling the outer periphery of the post and the end of the crosspiece protruding in parallel from both ends of the band-like portion. An engaging means is provided on the back surface of the joint comprising the clamping portion for clamping the portion, opposite to the strut of the band-shaped portion, and the band-shaped portion is wrapped around the strut to clamp the clamping portion between the horizontal struts. At the time of attachment, the locking means of the joint is locked to the side surface of the column from the back side facing the column of the band-shaped portion, and the connection with the column is made directly regardless of the manufacturing dimensional error of the joint. Therefore, the horizontal member is securely connected to the support, and there is no deviation.

【0033】また、継手のバンド状部に設けられた係止
手段が複数の圧接部として形成され、継手の挟着部を挟
着ボルトを締め付けて横棧に挟着させてゆく際に前記複
数の圧接部が支柱の横棧側の半円周側面に強力に圧接さ
れて、支柱と横棧とが強固に接続される継手が構成され
た場合には、この圧接部が支柱の横棧側の半円周側面に
対して少なくとも2箇所、あるいは4箇所等の複数箇所
から支柱側面に対して複数の圧接数がバランスよく当接
されて、挟着部の挟着ボルトを締め付けてゆくのに応じ
て益々強力に圧接されるので、圧接部が支柱の側面に食
い込むように強圧接されて接続がなされ、たとえ設置後
に横棧に大きな力が加わった際においても継手がズレを
起こしたりすることが無く、支柱と横棧との確実で強力
な接続がなされる。
The locking means provided on the band-shaped portion of the joint is formed as a plurality of pressure contact portions, and when the clamping portion of the joint is clamped by the clamping bolt to be clamped by the horizontal member, the plurality of pressure contact portions are formed. Is pressed strongly against the semicircular side surface on the side of the ridge on the side of the column to form a joint in which the column and the side of the column are firmly connected to each other. A plurality of press-contact numbers are balanced against the side of the support from at least two places, or four places, etc. on the semicircular side surface of the supporter, and tighten the clamping bolt of the clamping part. The connection is made by pressing strongly so that the press-contact part bites into the side of the column, and the joint may be displaced even if a large force is applied to the horizontal support after installation. And secure and strong connection between the strut and the crosspiece

【0034】さらに、継手のバンド状部のほぼ中央部分
に該バンド状部の他の部分とは曲げ剛性の異なる変異部
が設けられ、バンド状部両端より平行に突出された挟着
部の間隔を拡幅した際に、該変異部を中心としてバンド
状部の他の部分を変形させることなくバンド状部の拡開
を可能になされた場合には、支柱に対してその側面から
継手を装着する際に平行する挟着部を容易に拡げること
ができ、かつ変異部がバンド状部のほぼ中央部分にある
ので2つの平行した挟着部をバランスよく拡幅できて拡
げた際にバンド状部の他の部分を変形させることがな
い。
Further, a deformed portion having a different bending rigidity from that of the other portion of the band-like portion is provided substantially at the center of the band-like portion of the joint, and a gap between the clamping portions protruding in parallel from both ends of the band-like portion is provided. When the width of the band is expanded, if the band-shaped portion can be expanded without deforming the other portion of the band-shaped portion around the deformed portion, a joint is attached to the column from the side thereof. In this case, the parallel holding portions can be easily expanded, and since the mutated portion is located substantially at the center of the band-like portion, the two parallel holding portions can be widened in a well-balanced manner and the band-like portion is expanded. It does not deform other parts.

【0035】さらにまた、継手のバンド状部の支柱と対
向する裏面側に凸部が形成されて、一方支柱の側面に前
記凸部に対応して凹部または孔部が形成され、継手の挟
着部を横棧に挟着させた際、バンド状部に形成された凸
部が支柱側面の凹部あるいは支柱側面の孔部のいずれか
と係着されて継手と支柱との接続がなされた場合には、
前記凸部が支柱側面の凹部あるいは支柱側面の孔部に係
着されて挟着部を横棧に挟着させた際に支柱の凹部ある
いは支柱側面の孔部から脱落することがなくなるので、
継手が支柱との接続部分でズレを起こすことなく、支柱
と横棧との確実な接続が維持される。
Further, a convex portion is formed on the back surface of the band-shaped portion of the joint opposite to the column, and a concave portion or a hole is formed on one side surface of the column corresponding to the convex portion. When the part is sandwiched between the horizontal members, the convex part formed in the band-shaped part is engaged with either the concave part on the side of the column or the hole on the side of the column, and the connection between the joint and the column is made. ,
Since the convex portion is engaged with the recess on the side of the support or the hole on the side of the support and the holding portion is sandwiched by the horizontal support, the protrusion does not fall off from the recess on the support or the hole on the side of the support.
A reliable connection between the strut and the crosspiece is maintained without the joint being displaced at the connection portion with the strut.

【0036】そしてまた、支柱の断面外周方向に沿った
複数の凹部または凹溝が支柱の長さ方向に間隔をおいて
複数段形成され、これら複数の凹部のいずれかまたは凹
溝のいずれかに継手のバンド状部の支柱と対向する裏面
側に形成された凸部が係着されて横棧が支柱の周りに水
平に可動な状態で支柱と横棧が接続された場合には、継
手と横棧との接続部における垂直面での可動性と併せ、
支柱と横棧とが水平面,垂直面の両方向に対して自在の
角度を以て接続可能な支柱と横棧との接続構造が構成さ
れる。
A plurality of recesses or grooves along the outer circumferential direction of the cross section of the column are formed in a plurality of steps at intervals in the length direction of the column. In the case where the strut and the transverse ridge are connected in a state in which the convex portion formed on the back surface side opposite to the strut of the band-shaped portion of the joint is engaged and the traverse is horizontally movable around the strut, the joint and the traverse are connected. In addition to the mobility on the vertical surface at the connection with the horizontal
A connecting structure of the strut and the horizontal ridge that can connect the stanchion and the horizontal ridge at an arbitrary angle to both the horizontal plane and the vertical plane is configured.

【0037】なお、発明の効果のいずれの記述において
も継手と横棧との接続は垂直面方向に自在な接続構造と
なされており、継手のバンド状部から平行する挟着部が
挟着ボルトの緊締によって継手が支柱に固定されるまで
は水平面方向にも可動であるので、組立設置時点におい
ては支柱に継手を自在に配設できて、かつ挟着部の挟着
がなされた後においては確実にかつ強固に接続がなさ
れ、施工性が良くてかつ設置後の堅牢性の優れた支柱と
横棧の接続がなされる。
In any description of the effects of the present invention, the connection between the joint and the transverse member is made to have a connection structure freely movable in the vertical plane direction. Since the joint is also movable in the horizontal plane until the joint is fixed to the column by the tightening of, the joint can be freely arranged on the column at the time of assembly and installation, and after the clamping portion is clamped, The connection is made surely and firmly, and the connection between the pillar and the crosspiece that has good workability and is excellent in robustness after installation is made.

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

【図1】本発明の第一の実施形態例を示す支柱と横棧の
継手の構成を表す図面であり、(a)は分解斜視図、
(b)は組立斜視図、(c)は組立説明の上面図であ
る。
FIG. 1 is a drawing showing a configuration of a joint of a column and a crosspiece showing a first embodiment of the present invention, (a) is an exploded perspective view,
(B) is an assembly perspective view, (c) is a top view of assembly description.

【図2】本発明の第二の実施形態例を示す支柱と横棧の
継手の構成を表す図面であり、(a),(b)は分解斜
視図、(c)は組立説明用の上面図である。
FIGS. 2A and 2B are diagrams showing a configuration of a joint of a support and a horizontal member showing a second embodiment of the present invention, wherein FIGS. 2A and 2B are exploded perspective views, and FIG. FIG.

【図3】本発明の第三の実施形態例を示す支柱と横棧の
継手の構成を表す図面であり、(a),(b)は分解斜
視図、(c)は部分の加工状態を示す斜視図、(d)は
組立説明用の上面図である。
FIGS. 3A and 3B are diagrams showing a configuration of a joint of a column and a crosspiece showing a third embodiment of the present invention, wherein FIGS. 3A and 3B are exploded perspective views, and FIG. FIG. 3D is a perspective view showing the embodiment, and FIG.

【図4】本発明の第四の実施形態例を示す支柱と横棧の
継手の構成を表す図面であり、(a)は分解斜視図、
(b),(c)は部分の加工状態を示す斜視図、
(d),(e)は組立説明用の上面図である。
FIGS. 4A and 4B are diagrams showing a configuration of a joint of a column and a crosspiece showing a fourth embodiment of the present invention, wherein FIG. 4A is an exploded perspective view,
(B), (c) is a perspective view showing the processing state of the portion,
(D), (e) is a top view for assembly description.

【図5】本発明の継手を適用して傾斜地に組み立てられ
た防護柵の実施形態の一例の、(a)は正面図であり、
(b),(c)はその部分拡大図である。
5A is a front view of an example of an embodiment of a protective fence assembled on a slope by applying the joint of the present invention, FIG.
(B), (c) is the elements on larger scale.

【図6】本発明の継手を適用して傾斜地に組み立てられ
た防護柵の他の実施形態例の、(a)は正面図であり、
(b),(c)はその部分拡大図である。
FIG. 6A is a front view of another embodiment of the protective fence assembled on a slope by applying the joint of the present invention,
(B), (c) is the elements on larger scale.

【図7】本発明の継手を適用して平坦地に組み立てられ
た防護柵の実施形態の一例の、(a)は正面図であり、
(b),(c)はその部分拡大図である。
7 (a) is a front view of an example of an embodiment of a protective fence assembled on a flat ground by applying the joint of the present invention, FIG.
(B), (c) is the elements on larger scale.

【図8】本発明を適用して組み立てられた防護柵の作動
を説明する上面図である。
FIG. 8 is a top view for explaining the operation of the protective fence assembled by applying the present invention.

【図9】本発明の第五の実施形態例を示す支柱と横棧の
取付構造を表す斜視図であり、(a),(b)は支柱の
斜視図、(c)は継手部分の分解斜視図である。
FIGS. 9A and 9B are perspective views showing a mounting structure of a support and a horizontal support according to a fifth embodiment of the present invention, wherein FIGS. 9A and 9B are perspective views of the support, and FIG. It is a perspective view.

【図10】本発明の第六の実施形態例を示す支柱と横棧
の取付構造を表す組立図であり、(a)は組立分解斜視
図、(b)は組立構成を示す正面図である。
FIGS. 10A and 10B are assembling views showing a mounting structure of columns and crosspieces according to a sixth embodiment of the present invention, wherein FIG. 10A is an exploded perspective view and FIG. 10B is a front view showing an assembling configuration. .

【図11】図10の実施形態例を適用して組み立てられ
た、建築現場の仮囲いの施工実例を表す正面図である。
11 is a front view illustrating an example of the construction of a temporary enclosure at a building site, which is assembled by applying the embodiment example of FIG. 10;

【図12】防護柵の支柱と横棧の連結に関する従来の実
施形態の、(a)は分解斜視図、(b)は上面図、
(c)は正面図である。
12 (a) is an exploded perspective view, FIG. 12 (b) is a top view, and FIG.
(C) is a front view.

【符号の説明】[Explanation of symbols]

1 支柱 10 横棧 11 縦棧 12 柵パネル 2 継手 21 シングルバンド継手 22 ダブルバンド継手 3 バンド状部 4 挟着部 5 係止部 6 圧接部 7 変異部 70 変異部 8 凸部 81 凹部 82 孔部 83 挟着ボルト 84 キャップ 85 キャップボルト 86 凹溝 87 エンドキャップ 88 連結孔 89 ナット 9 ブラケット 90 支柱 91 支柱挟持部 92 ビーム挟持部 93 ビーム 94 ボルト 95 孔 96 ボルト 97 孔 98 位置決め板 99 開口 DESCRIPTION OF SYMBOLS 1 Prop 10 Horizontal ridge 11 Longitudinal 12 Fence panel 2 Joint 21 Single band joint 22 Double band joint 3 Band-shaped part 4 Clamping part 5 Locking part 6 Press-contact part 7 Mutation part 70 Mutation part 8 Convex part 81 Depression part 82 Hole part 83 clamping bolt 84 cap 85 cap bolt 86 concave groove 87 end cap 88 connection hole 89 nut 9 bracket 90 support post 91 support holding portion 92 beam holding portion 93 beam 94 bolt 95 hole 96 bolt 97 hole 98 positioning plate 99 opening

フロントページの続き Fターム(参考) 2D101 CA06 CA11 CB03 EA02 EA11 FA11 FA23 FA32 FB14 2E142 AA01 DD01 DD22 HH01 HH12 HH22 HH24 HH25 LL01 LL02 MM04 Continued on the front page F term (reference) 2D101 CA06 CA11 CB03 EA02 EA11 FA11 FA23 FA32 FB14 2E142 AA01 DD01 DD22 HH01 HH12 HH22 HH24 HH25 LL01 LL02 MM04

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】支柱の外周に周回されるバンド状部と、こ
のバンド状部の両端より平行に突出されて、横棧の端部
を挟着する挟着部とからなる継手において、該バンド状
部の支柱と対向する裏面側に係止手段が設けられ、バン
ド状部を支柱に周回させて前記挟着部を横棧に挟着させ
た際、前記係止手段が支柱側面部に係止されて支柱と横
棧との接続がなされることを特徴とする支柱と横棧の継
手。
1. A joint comprising a band-shaped portion circling around the outer periphery of a column and a clamping portion protruding in parallel from both ends of the band-shaped portion and clamping an end of a horizontal member. Locking means is provided on the back surface side of the strut facing the strut, and when the band-shaped portion is wrapped around the strut and the clamping portion is clamped by the horizontal ridge, the locking means engages with the strut side surface. A joint between the strut and the crosspiece, which is stopped to connect the strut and the crosspiece.
【請求項2】バンド状部に設けられた係止手段が、支柱
側面部に当接される複数の圧接部として形成され、挟着
部を横棧に挟着させた際に該複数の圧接部が支柱の横棧
側の半円周側面に強圧接されて、支柱と横棧との接続が
なされることを特徴とする、請求項1記載の支柱と横棧
の継手。
2. The locking means provided on the band-shaped portion is formed as a plurality of pressure contact portions which are in contact with the side portions of the column. 2. The joint between the strut and the crosspiece according to claim 1, wherein the portion is strongly pressed against a semicircular side surface of the strut on the side of the crosspiece to establish connection between the strut and the crosspiece.
【請求項3】バンド状部のほぼ中央部に曲げ剛性の異な
る変異部が設けられ、挟着部の間隔を拡幅した際に該変
異部を中心としてバンド状部が拡開されるようになされ
たことを特徴とする、請求項1または2記載の支柱と横
棧の継手。
3. A band portion having a different bending stiffness is provided substantially at the center of the band portion, and the band portion is expanded around the band portion when the interval between the clamping portions is widened. 3. The joint between a pillar and a crosspiece according to claim 1 or 2, characterized in that:
【請求項4】支柱と対向するバンド状部の裏面側に凸部
が形成され、一方支柱の側面に前記凸部に対応して凹部
または孔部が形成され、挟着部を横棧に挟着させた際
に、バンド状部に形成された凸部が支柱の凹部または孔
部に係着された状態で支柱と横棧との接続がなされるこ
とを特徴とする、請求項2または3記載の支柱と横棧の
継手。
4. A protruding portion is formed on the back side of the band-shaped portion facing the column, and a concave portion or a hole is formed on the side surface of the column corresponding to the protruding portion. 4. The connection between the strut and the cross member when the band-shaped portion is fixed to the recess or the hole of the strut when the band is attached. A joint between the column and the crosspiece described.
【請求項5】支柱の断面外周方向に沿った複数の凹部ま
たは凹溝が、該支柱の長さ方向に間隔をおいて複数段形
成され、この複数の凹部のいずれかまたは凹溝のいずれ
かに請求項4記載の継手のバンド状部の裏面側に形成さ
れた凸部が係着されて支柱と横棧とが接続されるように
なされたことを特徴とする支柱と横棧の接続構造。
5. A plurality of recesses or grooves along the cross-sectional outer peripheral direction of the column are formed in a plurality of steps at intervals in the length direction of the column, and any one of the plurality of recesses or the groove is formed. 5. A connecting structure between a strut and a transverse member, wherein a convex portion formed on the back surface side of the band-shaped portion of the joint according to claim 4 is engaged so that the strut and the lateral member are connected. .
JP29022698A 1998-10-13 1998-10-13 Post and side joint and connection structure with this joint Expired - Fee Related JP3774325B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29022698A JP3774325B2 (en) 1998-10-13 1998-10-13 Post and side joint and connection structure with this joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29022698A JP3774325B2 (en) 1998-10-13 1998-10-13 Post and side joint and connection structure with this joint

Publications (2)

Publication Number Publication Date
JP2000120304A true JP2000120304A (en) 2000-04-25
JP3774325B2 JP3774325B2 (en) 2006-05-10

Family

ID=17753397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29022698A Expired - Fee Related JP3774325B2 (en) 1998-10-13 1998-10-13 Post and side joint and connection structure with this joint

Country Status (1)

Country Link
JP (1) JP3774325B2 (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005106126A1 (en) * 2004-04-30 2005-11-10 Jose Maria Moragon Evangelio Road safety barrier comprising concealed edges
DE202004010529U1 (en) * 2004-07-06 2005-12-01 Kwasny, Siegfried Throw clip for connecting shutter units of a building, has shanks formed with long holes through which bolt is inserted and nut that fixes bolt inserted through long holes, such that bolt serves as articulated axle of throw clip
JP2008002246A (en) * 2006-06-26 2008-01-10 Matsushita Electric Works Ltd Stair-handrail mounting structure and stair-handrail mounting method
JP2008075402A (en) * 2006-09-25 2008-04-03 Jfe Metal Products & Engineering Inc Bracket for guard fence, and guard fence
JP2008075401A (en) * 2006-09-25 2008-04-03 Jfe Metal Products & Engineering Inc Bracket body for guard fence, and guard fence
JP2010150890A (en) * 2008-12-26 2010-07-08 Sekisui Jushi Co Ltd Protective fence
JP2012052323A (en) * 2010-08-31 2012-03-15 Sekisui Jushi Co Ltd Retainer in guard fence and guard fence including the retainer
JP2015110889A (en) * 2013-11-08 2015-06-18 Jfe建材株式会社 Construction method and fixture for construction of guard fence
JP5762654B1 (en) * 2015-03-18 2015-08-12 Jfe建材株式会社 Horizontal member mounting bracket for protective fence
JP2015190285A (en) * 2014-03-29 2015-11-02 積水樹脂株式会社 Fence beam mounting structure and mounting bracket
JP5805342B1 (en) * 2014-09-11 2015-11-04 Jfe建材株式会社 Horizontal member mounting bracket for protective fence
JP2016033317A (en) * 2014-07-31 2016-03-10 Jfe建材株式会社 Cross beam attachment fitting for guard fence
JP2017020242A (en) * 2015-07-10 2017-01-26 Jfe建材株式会社 Horizontal member installing metal fitting for guard fence
JP2017020313A (en) * 2015-07-15 2017-01-26 Jfe建材株式会社 Mounting bracket of traverse member for protective fence
JP2017031610A (en) * 2015-07-30 2017-02-09 Jfe建材株式会社 Horizontal member installing metal fitting for guard fence
JP2018141367A (en) * 2018-06-22 2018-09-13 Jfe建材株式会社 Cross beam mounting metal fitting for guard fence

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005106126A1 (en) * 2004-04-30 2005-11-10 Jose Maria Moragon Evangelio Road safety barrier comprising concealed edges
DE202004010529U1 (en) * 2004-07-06 2005-12-01 Kwasny, Siegfried Throw clip for connecting shutter units of a building, has shanks formed with long holes through which bolt is inserted and nut that fixes bolt inserted through long holes, such that bolt serves as articulated axle of throw clip
JP2008002246A (en) * 2006-06-26 2008-01-10 Matsushita Electric Works Ltd Stair-handrail mounting structure and stair-handrail mounting method
JP2008075402A (en) * 2006-09-25 2008-04-03 Jfe Metal Products & Engineering Inc Bracket for guard fence, and guard fence
JP2008075401A (en) * 2006-09-25 2008-04-03 Jfe Metal Products & Engineering Inc Bracket body for guard fence, and guard fence
JP2010150890A (en) * 2008-12-26 2010-07-08 Sekisui Jushi Co Ltd Protective fence
JP2012052323A (en) * 2010-08-31 2012-03-15 Sekisui Jushi Co Ltd Retainer in guard fence and guard fence including the retainer
JP2015110889A (en) * 2013-11-08 2015-06-18 Jfe建材株式会社 Construction method and fixture for construction of guard fence
JP2015190285A (en) * 2014-03-29 2015-11-02 積水樹脂株式会社 Fence beam mounting structure and mounting bracket
JP2016033317A (en) * 2014-07-31 2016-03-10 Jfe建材株式会社 Cross beam attachment fitting for guard fence
JP5805342B1 (en) * 2014-09-11 2015-11-04 Jfe建材株式会社 Horizontal member mounting bracket for protective fence
JP5762654B1 (en) * 2015-03-18 2015-08-12 Jfe建材株式会社 Horizontal member mounting bracket for protective fence
JP2016176184A (en) * 2015-03-18 2016-10-06 Jfe建材株式会社 Installation metal fitting for horizontal member of guard fence
JP2017020242A (en) * 2015-07-10 2017-01-26 Jfe建材株式会社 Horizontal member installing metal fitting for guard fence
JP2017020313A (en) * 2015-07-15 2017-01-26 Jfe建材株式会社 Mounting bracket of traverse member for protective fence
JP2017031610A (en) * 2015-07-30 2017-02-09 Jfe建材株式会社 Horizontal member installing metal fitting for guard fence
JP2018141367A (en) * 2018-06-22 2018-09-13 Jfe建材株式会社 Cross beam mounting metal fitting for guard fence

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