JP2000110414A - Shutoff fence - Google Patents

Shutoff fence

Info

Publication number
JP2000110414A
JP2000110414A JP28546998A JP28546998A JP2000110414A JP 2000110414 A JP2000110414 A JP 2000110414A JP 28546998 A JP28546998 A JP 28546998A JP 28546998 A JP28546998 A JP 28546998A JP 2000110414 A JP2000110414 A JP 2000110414A
Authority
JP
Japan
Prior art keywords
flexible joint
fence
base
horizontal rod
columns
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP28546998A
Other languages
Japanese (ja)
Inventor
Masakazu Kobayashi
正和 小林
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.)
Kaneso Co Ltd
Original Assignee
Kaneso Co Ltd
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 Kaneso Co Ltd filed Critical Kaneso Co Ltd
Priority to JP28546998A priority Critical patent/JP2000110414A/en
Publication of JP2000110414A publication Critical patent/JP2000110414A/en
Pending legal-status Critical Current

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  • Fencing (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

PROBLEM TO BE SOLVED: To form a tiltable shutoff fence, to lower the manufacturing cost, and to improve the appearance while narrowing supports by connecting both ends of a lateral bar of a shutoff fence to be horizontally stretched between a pair of supports in right and left to the supports through a flexible joint body. SOLUTION: A space 7 is formed between side walls 6, 6 of a passage 3, and a shutoff fence 1 is arranged in the space 7. The shutoff fence 1 is formed of a pair of supports 8, 8 and lateral bars 9 through a joint (s). Both ends of each lateral bar 9 are connected to the supports 8, 8 through a flexible joint 10 freely to be tilted. The lateral bar 9 is formed of cylindrical base pipes 12a arranged in both side ends and a connecting bars 12b, and ends of the connecting bar 12b are connected to the inside of the base pipe 12a freely to be moved forward and backward. The flexible joint for connecting the base pipe 12a and the connecting base part 8b to each other is formed by fitting a coil spring 13 into a rubber pipe body 14 so as to maintain the shape. Both ends of the rubber pipe body 14 are pushed into the base pipe 12a and the connecting base part 8b, and connected to each other for fixation. The connected lateral bar 9 can be freely tilted in any direction around the flexible joint body 10 as a fulcrum.

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、隣接する建物間に
位置する目地を横断して両建物を結ぶ通路の側部や、建
物内外の歩道の側部に配設される遮断柵に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a blocking fence disposed on a side of a passage connecting two buildings across an joint located between adjacent buildings, and on a side of a sidewalk inside and outside the building.

【0002】[0002]

【従来の技術】近年、地震による被害を最小限に留める
ために、緩衝機能を備えた免震装置によって下部を支持
した建物が一部で建設されている。
2. Description of the Related Art In recent years, in order to minimize damage caused by an earthquake, a part of a building whose lower part is supported by a seismic isolation device having a buffer function has been constructed.

【0003】かかる免震構造の建物にあって、隣接する
建物間に位置する目地を横断して両建物を結ぶ渡り廊下
等の通路の、その側部の間隙部に配設して該間隙部の遮
断に使用し得る遮断柵が本願出願人によって特願平9ー
209628号として先に提案されている。
In such a seismically isolated building, a passage such as a crossing corridor connecting both buildings across an joint located between adjacent buildings is disposed in a gap on a side portion of the passage, and the space between the building and the corridor. A blocking fence that can be used for blocking has been previously proposed by the present applicant as Japanese Patent Application No. 9-209628.

【0004】この遮断柵aは、図10に示すように、目
地sを介して立設される一対の支持杆b,bと、該支持
杆b,bに水平回動可能に夫々外嵌された単一もしくは
複数の回動管c,cとによって支柱d,dが構成され、
両支柱d,dの回動管c,cに伸縮可能な横杆eの端部
を夫々固定することによって、両支柱d,d間に複数の
横杆eが横架されており、該横杆eによって通路fの側
部の間隙部gを遮断するようにしている。そして、地震
時に、隣接する建物が前後方向(目地に沿う方向)に相
対変位すると、各横杆eが伸縮するとともに、該横杆e
の端部が前記回動管c,cの水平回動作用を介して支持
杆b,bに対して水平方向に回動し、その相対変位に追
従するようになっている。
As shown in FIG. 10, a pair of support rods b, b standing up via joints s, and these shield fences a are externally fitted to the support rods b, b so as to be horizontally rotatable. The supporting columns d, d are constituted by the single or plural rotating tubes c, c,
By fixing the ends of the extendable horizontal rods e to the rotating pipes c, c of both the columns d, d, a plurality of horizontal rods e are suspended between the columns d, d. The gap e on the side of the passage f is blocked by the rod e. Then, when an adjacent building is relatively displaced in the front-rear direction (direction along the joint) at the time of the earthquake, each horizontal rod e expands and contracts, and
Is rotated in the horizontal direction with respect to the support rods b, b through the horizontal rotation action of the rotation pipes c, c, and follows the relative displacement.

【0005】[0005]

【発明が解決しようとする課題】かかる従来構成の遮断
柵aにあっては、上記のように建物の前後方向の相対変
位に追従し得るようにするために、各支柱dが、支持杆
bに回動管cを外嵌させてなる二重構造となっているた
め、製造コストが高く、また、支柱dが太くなって見栄
えが悪いという問題点があり、さらに、支柱dが断面円
形に限定されるといった問題点があった。
In such a conventional blocking fence a, in order to be able to follow the relative displacement of the building in the front-rear direction as described above, each support d is supported by a support rod b. Has a problem that the manufacturing cost is high, the strut d is thick and the appearance is poor, and the strut d has a circular cross section. There was a problem that it was limited.

【0006】本発明は、かかる従来構成の問題点を解消
し得る遮断柵の提供を目的とするものである。
An object of the present invention is to provide a blocking fence capable of solving the problems of the conventional configuration.

【0007】[0007]

【課題を解決するための手段】本発明は、少なくとも左
右一対で立設される支柱と、該支柱間に横架される単一
もしくは複数の横杆とを備えた遮断柵において、前記横
杆の端部を、前記支柱に対して可撓性継手体を介して傾
動可能に連結したことを特徴とする遮断柵である。
SUMMARY OF THE INVENTION The present invention relates to a barrier fence having at least a pair of right and left upright columns and a single or a plurality of horizontal bars bridging between the columns. Is connected to the support column in a tiltable manner via a flexible joint body.

【0008】この構成にあって、可撓性継手体を、形状
保持用のコイルバネが内部に装入されたゴム製管体によ
って構成し、該ゴム製管体の一端を前記横杆の端部に固
定し、他端を支柱に側方突成された連結基部に固定した
ものや、あるいは、可撓性継手体を、コイルバネによっ
て構成し、該コイルバネの一端を前記横杆の端部に固定
し、他端を支柱に側方突成された連結基部に固定したも
のが可撓性継手体の好適な実施態様として提案され得
る。
In this configuration, the flexible joint body is constituted by a rubber tube body in which a coil spring for retaining a shape is inserted, and one end of the rubber tube body is connected to an end of the horizontal rod. , And the other end is fixed to a connection base that is laterally formed on the column, or a flexible joint body is formed by a coil spring, and one end of the coil spring is fixed to the end of the horizontal rod. Then, the other end fixed to a connecting base portion formed laterally on the column can be proposed as a preferred embodiment of the flexible joint body.

【0009】かかる構成にあって、遮断柵を、隣接する
建物間に位置する目地を横断して両建物を結ぶ通路の、
その側部の目地位置に配設し、支柱間に横架される横杆
を、伸縮機能を備えた横杆とすることによって、地震時
に、隣接する建物が前後方向に相対変位すると、横杆が
伸縮し、かつ、支柱に対して横杆が可撓性継手体を介し
て傾動することにより、その相対変位に追従させること
ができる。
In such a configuration, the blocking fence is provided on a passage connecting the two buildings across the joint located between the adjacent buildings.
The horizontal bars that are arranged at the joints on the sides and are laid between the struts are horizontal bars with an expansion and contraction function. Is expanded and contracted, and the horizontal rod is tilted with respect to the support column via the flexible joint body, so that it can follow the relative displacement.

【0010】また、遮断柵を、建物内外の歩道の側部に
配設する場合にあって、その配設場所に勾配があった
り、複数列設される支柱間に前後方向のずれがあって
も、支柱に対して横杆が可撓性継手体を介して傾動可能
であるため、その勾配や前後方向のずれに支障なく対応
させることができる。尚、この場合には、横杆の伸縮機
能は不要であるため、該横杆に通常のパイプ材が適用さ
れ得る。
In the case where the blocking fence is provided on the side of the sidewalk inside or outside the building, there is a slope at the place where the blocking fence is provided, or there is a shift in the longitudinal direction between the columns arranged in plural rows. Also, since the horizontal rod can be tilted with respect to the support via the flexible joint body, it is possible to cope with the inclination and the displacement in the front-rear direction without any trouble. In this case, since the function of expanding and contracting the horizontal rod is unnecessary, a normal pipe material can be applied to the horizontal rod.

【0011】[0011]

【発明の実施の形態】本発明の第1の実施例を、図1〜
図6について説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention is shown in FIGS.
Referring to FIG.

【0012】図1は、本発明に係る遮断柵1を目地用遮
断柵として用いた場合の施工例を示し、該遮断柵1は、
隣接する建物間に位置する目地を横断して両建物を結ぶ
通路の、その側部の目地位置に配設されている。ここ
で、図示省略されているが、隣接する建物は、その一方
あるいは両方とも、緩衝機能を備えた免震装置によって
下部が支持されており、免震構造となっている。そし
て、図1に示すように、一方の建物xから廊下2の一部
が突成されており、該廊下2に連続する渡り廊下yが他
方の建物(図示省略)から延設されている。該渡り廊下
yの先端部と、建物xの廊下2との間には、その近接方
向の相対変位を許容する所定幅の目地sが設けられてい
る。
FIG. 1 shows a construction example in which the barrier fence 1 according to the present invention is used as a joint barrier fence.
It is arranged at the joint position on the side of the passage connecting the two buildings across the joint located between adjacent buildings. Here, although not shown, the lower part of one or both of the adjacent buildings is supported by a seismic isolation device having a buffer function, and has a seismic isolation structure. As shown in FIG. 1, a part of the corridor 2 is protruded from one of the buildings x, and a crossing corridor y continuous to the corridor 2 is extended from the other building (not shown). A joint s of a predetermined width is provided between the tip of the crossing corridor y and the corridor 2 of the building x to allow relative displacement in the approaching direction.

【0013】そして、前記廊下2と渡り廊下yとによっ
て、隣接する建物間に位置する目地sを横断して両建物
を結ぶ通路3が構成されている。また、この通路3の床
面4には、目地sに位置して、少なくとも左右及び前後
方向の相対変位に追従し得る公知構造の床用目地カバー
装置5が配設されており、該床用目地カバー装置5によ
って床面4の目地sが遮蔽されている。
The corridor 2 and the crossing corridor y form a passage 3 connecting the two buildings across the joint s located between the adjacent buildings. On the floor surface 4 of the passage 3, a floor joint cover device 5 of a known structure that is located at the joint s and that can follow at least the relative displacement in the left-right and front-back directions is provided. The joint s on the floor 4 is shielded by the joint cover device 5.

【0014】前記通路3の側部には、その長手方向に沿
って側壁6,6が立設され、該側壁6,6の、前記目地
sに対応する位置に間隙部7が形成されており、該間隙
部7に、本発明に係る遮断柵1が配設されている。
Side walls 6 and 6 are provided on the side of the passage 3 along its longitudinal direction, and a gap 7 is formed in the side walls 6 and 6 at a position corresponding to the joint s. The blocking fence 1 according to the present invention is disposed in the gap 7.

【0015】この遮断柵1は、目地sを介して立設され
た一対の支柱8,8と、該支柱8,8間に、上下方向に
所定間隔で横架された複数の横杆9とからなり、各横杆
9の両端部は、前記支柱8,8に対して夫々可撓性継手
体10を介して傾動可能に連結されている。
The blocking fence 1 is composed of a pair of columns 8, 8 erected through joints s, and a plurality of horizontal rods 9 suspended at predetermined intervals in the vertical direction between the columns 8, 8. Both ends of each horizontal rod 9 are tiltably connected to the columns 8, 8 via flexible joints 10, respectively.

【0016】各支柱8は、断面円形のパイプ材を素材に
用いて比較的小径の円筒状に形成されており、その下端
に支持板8aを備えている。そして、該支持板8aを通
路3の床内に植設された複数のアンカー11に固着する
ことにより、各支柱8を立設させるようにしている。ま
た、各支柱8には、横杆9の数に応じて上下に等間隔で
円筒状の複数の連結基部8bが側方突成されている。
Each pillar 8 is formed in a relatively small diameter cylindrical shape using a pipe material having a circular cross section as a raw material, and has a support plate 8a at its lower end. Then, the support plate 8a is fixed to a plurality of anchors 11 planted in the floor of the passage 3 so that the columns 8 are erected. In addition, a plurality of cylindrical connecting bases 8b are formed on each of the columns 8 at the upper and lower sides at equal intervals in accordance with the number of the horizontal rods 9 to protrude sideways.

【0017】一方、前記各横杆9は、両側端部に配置さ
れた円筒状の基管12a,12aと、該基管12a,1
2aの対向する先端部から該基管12a,12a内に端
部が夫々進退可能に嵌挿されて両基管12a,12aを
繋ぐ連繋杆12bとからなり、該連繋杆12bの端部を
基管12a,12a内で相対的に進退させることによっ
て、その全体長を伸縮し得る伸縮機能を備えている。ま
た、各横杆9の基管12a,12aは、前記支柱8の連
結基部8bと、略同一の内外径となるように形成されて
いる。
On the other hand, each of the horizontal rods 9 has cylindrical base tubes 12a, 12a arranged at both ends, and the base tubes 12a, 1a.
An end is inserted into the base pipes 12a, 12a from the opposing distal end thereof so as to be able to advance and retreat, respectively, and comprises a connecting rod 12b connecting the two base pipes 12a, 12a. It has a function of extending and retracting the entire length of the pipes 12a, 12a by moving the pipes relative to each other. The base tubes 12a, 12a of the horizontal rods 9 are formed so as to have substantially the same inner and outer diameters as the connecting base 8b of the column 8.

【0018】前記横杆9の基管12aの端部と、支柱8
の連結基部8bとを連結する可撓性継手体10は、図2
に示すように、形状保持用のコイルバネ13が内部に装
入されたゴム製管体14によって構成されている。該ゴ
ム製管体14の両端には、前記基管12a及び連結基部
8bの内径と略等しい外径の円筒状の固定部15,15
が連成されており、さらに、該固定部15,15の内周
面に金属製の固定環16,16が一体成形により固着さ
れている。該固定環16,16には、図3に拡大して示
すように、複数の雌螺子孔17が周方向に所定間隔で形
成されており、また、固定部15,15には、該雌螺子
孔17と連通する透孔18が夫々形成されている。一
方、前記横杆9の基管12aの端部と、支柱8の連結基
部8bには、固定部15,15を内嵌した状態におい
て、前記各透孔18と一致する位置に螺子19の挿通孔
20が予め形成されている。
The end of the base tube 12a of the horizontal rod 9 and the support 8
The flexible joint body 10 connecting the connecting base 8b of FIG.
As shown in FIG. 1, a coil spring 13 for maintaining a shape is constituted by a rubber tube 14 inserted therein. At both ends of the rubber tube 14, cylindrical fixing portions 15, 15 having outer diameters substantially equal to the inner diameters of the base tube 12a and the connecting base 8b are provided.
Further, metal fixed rings 16, 16 are fixed to the inner peripheral surfaces of the fixed portions 15, 15 by integral molding. A plurality of female screw holes 17 are formed at predetermined intervals in the circumferential direction in the fixed rings 16, 16 as shown in an enlarged view in FIG. 3, and the female screw holes 17 are formed in the fixed portions 15, 15. Through holes 18 communicating with the holes 17 are respectively formed. On the other hand, the screw 19 is inserted into a position coinciding with each of the through holes 18 in a state where the fixing portions 15 and 15 are fitted inside the end portion of the base tube 12a of the horizontal rod 9 and the connection base portion 8b of the column 8. A hole 20 is formed in advance.

【0019】そして、可撓性継手体10の固定部15,
15を、横杆9の基管12aの端部と、支柱8の連結基
部8bとに夫々内嵌して、各挿通孔20に透孔18を一
致させた状態で各挿通孔20から螺子19を夫々挿通
し、該螺子19の先端を固定環16,16の雌螺子孔1
7に螺着させることにより、その緊締作用を介して、固
定部15,15に、基管12aの端部と連結基部8bと
を夫々固定するようにしている。
Then, the fixing portions 15 of the flexible joint body 10,
15 are inserted into the end of the base tube 12a of the horizontal rod 9 and the connecting base 8b of the column 8, respectively, and the screws 19 are inserted through the through holes 20 with the through holes 18 being aligned with the through holes 20. Respectively, and insert the tip of the screw 19 into the female screw holes 1 of the fixed rings 16, 16.
7, the end of the base tube 12a and the connecting base 8b are fixed to the fixing portions 15, 15 via the tightening action.

【0020】上記のように、可撓性継手体10を介して
支柱8の連結基部8bに連結された横杆9は、図4に示
すように、可撓性継手体10を支点として任意方向に傾
動可能となっている。ここで、ゴム製管体14の内部に
装入されたコイルバネ13は、ゴム製管体14とともに
横杆9の重量を支える補強作用を生じ、かつ、そのコイ
ルバネ13自体の弾性変形作用を介して横杆9の傾動時
におけるゴム製管体14の異様な変形を防止して、正常
な形状を保持し得るものとなっている。また、この可撓
性継手体10は、ゴム製管体14によって閉管路が形成
されるため、横杆9及び連結基部8b内へ埃塵や雨水が
入らない利点があり、見た目も綺麗で外観性に優れたも
のとなっている。さらに、支柱8,8と複数の横杆9
は、上記のように、螺子19によって可撓性継手体10
と連結することにより、施工現場で簡単に組立て得るの
で、分解状態で出荷することができる。これにより、流
通過程において嵩張らず、運搬及び保管が容易となる利
点がある。
As described above, the horizontal rod 9 connected to the connection base 8b of the column 8 via the flexible joint 10 as shown in FIG. Can be tilted. Here, the coil spring 13 inserted into the rubber tube 14 generates a reinforcing effect for supporting the weight of the horizontal rod 9 together with the rubber tube 14, and also through an elastic deformation operation of the coil spring 13 itself. This prevents abnormal deformation of the rubber tube 14 when the horizontal rod 9 is tilted, and can maintain a normal shape. Further, since the flexible joint body 10 forms a closed pipe by the rubber pipe body 14, there is an advantage that dust and rainwater do not enter the horizontal rod 9 and the connection base 8b, and the appearance is beautiful and the appearance is beautiful. It has excellent properties. Further, the columns 8, 8 and a plurality of horizontal rods 9 are provided.
As described above, the flexible joint body 10 is
By connecting to a construction site, it can be easily assembled at the construction site, and can be shipped in a disassembled state. Thereby, there is an advantage that it is not bulky in the distribution process and is easy to carry and store.

【0021】かかる構成からなる遮断柵1にあって、地
震時に、隣接する建物が離近方向(目地に直交する方
向)に相対変位すると、両支柱8,8間に横架された各
横杆9がその変位量に応じて伸縮して、その離近方向の
相対変位に追従する。また、隣接する建物が前後方向
(目地に沿う方向)に相対変位すると、各横杆9が伸縮
するとともに、可撓性継手体10を介して各横杆9の端
部が支柱8,8に対して水平方向に傾動してその相対変
位に追従する。これにより、遮断柵1は、隣接する建物
の離近方向及び前後方向の各相対変位に無理なく追従
し、支柱8,8間に横架された複数の横杆9によって、
通路3の側部の間隙部7を支障なく遮断することができ
る。
In the barrier fence 1 having such a configuration, when an adjacent building is relatively displaced in the approaching / separating direction (direction orthogonal to the joint) during an earthquake, each of the horizontal rods suspended between the two columns 8, 8. 9 expands and contracts according to the amount of the displacement, and follows the relative displacement in the approaching / leaving direction. In addition, when the adjacent building is relatively displaced in the front-rear direction (direction along the joint), each horizontal rod 9 expands and contracts, and the end of each horizontal rod 9 is connected to the columns 8 via the flexible joint body 10. It tilts in the horizontal direction and follows its relative displacement. Thereby, the blocking fence 1 follows the relative displacement of the adjacent building in the approaching direction and the front-back direction without difficulty, and the plurality of horizontal rods 9 bridged between the columns 8, 8 are used.
The gap 7 on the side of the passage 3 can be shut off without hindrance.

【0022】図5は、上記構成の可撓性継手体10を備
えた遮断柵1を、横断防止用遮断柵として用いた場合の
施工例を示し、該遮断柵1は、建物内外の勾配のある歩
道zの側部に配設されている。ここで、遮断柵1は、歩
道zの側部に沿って一列状に立設された複数の支柱8
と、隣接する左右の支柱8,8間に可撓性継手体10を
介して横架された複数の横杆9とからなり、各横杆9が
伸縮機能のない通常のパイプ材によって構成されている
点以外は、上記実施例と同一構成であり、同一部分に同
一符号を付して重複説明を省略する。
FIG. 5 shows an example in which the blocking fence 1 provided with the flexible joint body 10 having the above structure is used as a blocking fence for preventing crossing. It is disposed on the side of a sidewalk z. Here, the blocking fence 1 is composed of a plurality of columns 8 standing in a line along the side of the sidewalk z.
And a plurality of horizontal rods 9 laid between the adjacent left and right columns 8, 8 via a flexible joint body 10, and each of the horizontal rods 9 is made of a normal pipe material having no expansion / contraction function. Except for the point described above, the configuration is the same as that of the above embodiment, and the same portions are denoted by the same reference numerals, and redundant description will be omitted.

【0023】上記のように、遮断柵1の配設場所に勾配
があっても、支柱8に対して横杆9を、可撓性継手体1
0の傾動作用を介して傾斜させることができるため、そ
の勾配に支障なく対応させることができる。
As described above, even if there is a gradient in the place where the blocking fence 1 is disposed, the horizontal rod 9 is supported on the support 8 by the flexible joint 1.
Since the inclination can be performed through the inclination operation of 0, the inclination can be dealt with without any trouble.

【0024】また、遮断柵1を、横断防止用遮断柵とし
て用いた場合にあって、図6に示すように、複数列設さ
れる支柱8,8間に前後方向のずれがあっても、支柱8
に対して横杆9が可撓性継手体10を介して傾動可能で
あるため、その前後方向のずれにも支障なく対応させる
ことができる。
In the case where the blocking fence 1 is used as a crossing-preventing blocking fence, as shown in FIG. 6, even if a plurality of columns 8, Prop 8
Since the horizontal rod 9 can be tilted via the flexible joint body 10, it is possible to cope with the displacement in the front-rear direction without any trouble.

【0025】図7〜図9は、第2の実施例を示し、この
実施例は、上記第1実施例における可撓性継手体10を
コイルバネ21によって構成したものである。該コイル
バネ21の外径は、図8に拡大して示すように、横杆9
の内径及び連結基部8bの内径と略等しく形成されてお
り、該コイルバネ21の両端部を、横杆9の端部と支柱
8の連結基部8bとに夫々内嵌して、溶接により固着す
ることによって、その固定を行うようにしている。そし
てこのように、コイルバネ21からなる可撓性継手体1
0を介して支柱8の連結基部8bに連結された横杆9
は、図9に示すように、該可撓性継手体10を支点とし
て任意方向に傾動可能となっている。
FIGS. 7 to 9 show a second embodiment. In this embodiment, the flexible joint body 10 in the first embodiment is constituted by a coil spring 21. FIG. The outer diameter of the coil spring 21 is, as shown in FIG.
And the inner diameter of the connecting base 8b is formed substantially equal to the inner diameter of the connecting base 8b, and both ends of the coil spring 21 are fitted in the end of the horizontal rod 9 and the connecting base 8b of the support 8 respectively, and fixed by welding. Is used to fix it. And, as described above, the flexible joint body 1 including the coil spring 21
Horizontal rod 9 connected to the connection base 8b of the support 8 via
As shown in FIG. 9, can be tilted in any direction with the flexible joint body 10 as a fulcrum.

【0026】図7は、上記構成の可撓性継手体10を備
えた遮断柵1を、目地用遮断柵として用いた場合の施工
例を示し、横杆9は、前記と同様に、その両側端部に配
置された基管12a,12aと、該基管12a,12a
に端部が夫々進退可能に嵌挿されて両基管12a,12
aを繋ぐ連繋杆12bとからなり、その全体長を伸縮し
得る伸縮機能を備えたものが用いられている。この遮断
柵1にあっても、前記第1実施例のものと同様に、隣接
する建物の離近方向の相対変位に対しては、横杆9の伸
縮作用を介して追従し、また、隣接する建物の前後方向
の各相対変位に対しては、横杆9の伸縮作用及び可撓性
継手体10の傾動作用を介して追従させることができ
る。
FIG. 7 shows an example in which the blocking fence 1 provided with the flexible joint body 10 having the above-described configuration is used as a blocking fence for joints. Base pipes 12a, 12a arranged at the ends, and base pipes 12a, 12a
The ends of the base tubes 12a, 12
and a connecting rod 12b for connecting the members a and b, which has a function of expanding and contracting the entire length thereof. Even in the case of the blocking fence 1, similarly to the first embodiment, the relative displacement in the approaching direction of the adjacent building follows the expansion and contraction of the horizontal rod 9, and The relative displacement in the front-rear direction of the building can be followed through the expansion and contraction of the horizontal rod 9 and the tilting operation of the flexible joint body 10.

【0027】また、この遮断柵1を、建物内外の歩道z
の側部に配設する場合にあって、その配設場所に勾配
(図5参照)があったり、複数列設される支柱8,8間
に前後方向のずれ(図6参照)があっても、支柱8に対
して横杆9がコイルバネ21からなる可撓性継手体10
を介して傾動可能であるため、その勾配や前後方向のず
れに支障なく対応させることができる。
Further, the barrier fence 1 is connected to a sidewalk z inside and outside the building.
When there is a gradient (see FIG. 5) at the location of the installation, there is a shift in the longitudinal direction (see FIG. 6) between the columns 8, 8 arranged in a plurality of rows. Also, the flexible joint body 10 in which the horizontal rod 9 is formed of a coil spring 21 with respect to the support 8
, It is possible to cope with the inclination and the displacement in the front-rear direction without any trouble.

【0028】尚、上記第1実施例及び第2実施例にあっ
ては、各支柱8を断面円形としているが、該支柱8の断
面形状は、連結基部8bを側方突成し得るものであれば
如何なる形状であってもよい。また、支柱8,8間に複
数の横杆9を横架した例を図示したが、該横杆9は一本
でもよい。
In the first and second embodiments, each column 8 has a circular cross section. However, the cross section of the column 8 is such that the connecting base 8b can protrude laterally. Any shape may be used. Further, although an example is shown in which a plurality of horizontal rods 9 are laid horizontally between the columns 8, 8, one horizontal rod 9 may be provided.

【0029】[0029]

【発明の効果】本発明は上述のように、少なくとも左右
一対で立設される支柱8,8と、該支柱8,8間に横架
される単一もしくは複数の横杆9とを備えた遮断柵1に
おいて、前記横杆9の端部を、前記各支柱8に対して可
撓性継手体10を介して傾動可能に連結したものであっ
て、該可撓性継手体10を、形状保持用のコイルバネ1
3が内部に装入されたゴム製管体14によって構成し、
該ゴム製管体14の一端を前記横杆9の端部に固定し、
他端を支柱8に側方突成された連結基部8bに固定した
り、あるいは、可撓性継手体10を、コイルバネ21に
よって構成し、該コイルバネ21の一端を前記横杆9の
端部に固定し、他端を支柱8に側方突成された連結基部
8bに固定したものであるから、支柱8の構造が簡略化
され、従来の二重構造の支柱に比して、その製造コスト
を低減させることができるとともに、該支柱8の太さを
可及的に細くすることができ、その美観を向上させるこ
とができる。また、支柱8の断面形状が円形に限定され
ないため、該支柱8の形状設定の幅が拡大し、支柱デザ
インの自由性が得られる。さらに、左右の支柱8,8間
に上下方向の施工誤差が生じた場合にも、横杆9の傾動
作用によって、その施工誤差を吸収し得るので施工が容
易である等の優れた効果がある。
As described above, the present invention comprises at least one pair of right and left columns 8, 8 and a single or a plurality of horizontal bars 9 suspended between the columns 8, 8. In the blocking fence 1, the end of the horizontal rod 9 is tiltably connected to each of the columns 8 via a flexible joint body 10, and the flexible joint body 10 has a shape. Coil spring 1 for holding
3 is constituted by a rubber tube 14 inserted therein,
One end of the rubber tube 14 is fixed to the end of the horizontal rod 9,
The other end is fixed to a connection base 8b laterally projecting to the column 8, or the flexible joint body 10 is constituted by a coil spring 21. One end of the coil spring 21 is attached to the end of the horizontal rod 9 Since it is fixed and the other end is fixed to the connecting base 8b which is laterally protruded from the column 8, the structure of the column 8 is simplified and its manufacturing cost is lower than that of the conventional double-structure column. Can be reduced, and the thickness of the column 8 can be reduced as much as possible, so that the appearance can be improved. Further, since the cross-sectional shape of the column 8 is not limited to a circular shape, the width of the shape setting of the column 8 is increased, and the freedom of the column design can be obtained. Furthermore, even when a vertical construction error occurs between the left and right columns 8, 8, the construction error can be absorbed by the tilting operation of the horizontal rod 9, so that there is an excellent effect that the construction is easy. .

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

【図1】本発明に係る遮断柵の第1実施例の施工状態の
縦断正面図である。
FIG. 1 is a longitudinal sectional front view of a construction state of a first embodiment of a blocking fence according to the present invention.

【図2】同上の要部の縦断面図である。FIG. 2 is a longitudinal sectional view of a main part of the above.

【図3】同上の要部の拡大断面図である。FIG. 3 is an enlarged sectional view of a main part of the above.

【図4】同上の要部の作用状態を示す平面図である。FIG. 4 is a plan view showing an operation state of essential parts of the above.

【図5】第1実施例の他の施工状態を示す縦断正面図で
ある。
FIG. 5 is a vertical sectional front view showing another construction state of the first embodiment.

【図6】第1実施例の他の施工状態を示す平面図であ
る。
FIG. 6 is a plan view showing another construction state of the first embodiment.

【図7】第2実施例の施工状態の縦断正面図である。FIG. 7 is a longitudinal sectional front view of a construction state according to a second embodiment.

【図8】同上の要部の縦断面図である。FIG. 8 is a longitudinal sectional view of a main part of the above.

【図9】同上の要部の作用状態を示す平面図である。FIG. 9 is a plan view showing an operation state of a main part of the above.

【図10】従来構成の施工状態の縦断正面図である。FIG. 10 is a vertical sectional front view of a conventional configuration in a construction state.

【符号の説明】[Explanation of symbols]

1 遮断柵 8 支柱 9 横杆 8b 連結基部 10 可撓性継手体 13 コイルバネ 14 ゴム製管体 21 コイルバネ DESCRIPTION OF SYMBOLS 1 Breaking fence 8 Prop 9 Horizontal rod 8b Connection base 10 Flexible joint 13 Coil spring 14 Rubber tube 21 Coil spring

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】少なくとも左右一対で立設される支柱と、
該支柱間に横架される単一もしくは複数の横杆とを備え
た遮断柵において、 前記横杆の端部を、前記支柱に対して可撓性継手体を介
して傾動可能に連結したことを特徴とする遮断柵。
(1) at least a pair of right and left supporting columns,
In a blocking fence provided with a single or a plurality of horizontal rods suspended between the columns, an end of the horizontal rod is tiltably connected to the columns via a flexible joint body. A blocking fence characterized by the following.
【請求項2】前記可撓性継手体を、形状保持用のコイル
バネが内部に装入されたゴム製管体によって構成し、該
ゴム製管体の一端を前記横杆の端部に固定し、他端を支
柱に側方突成された連結基部に固定したことを特徴とす
る請求項1に記載した遮断柵。
2. The flexible joint body is constituted by a rubber tube body in which a coil spring for retaining a shape is inserted, and one end of the rubber tube body is fixed to an end of the horizontal rod. 2. The blocking fence according to claim 1, wherein the other end is fixed to a connection base formed laterally on the support.
【請求項3】前記可撓性継手体を、コイルバネによって
構成し、該コイルバネの一端を前記横杆の端部に固定
し、他端を支柱に側方突成された連結基部に固定したこ
とを特徴とする請求項1に記載した遮断柵。
3. The flexible joint body is constituted by a coil spring, one end of the coil spring is fixed to an end of the horizontal rod, and the other end is fixed to a connection base laterally formed on a column. The blocking fence according to claim 1, characterized in that:
JP28546998A 1998-10-07 1998-10-07 Shutoff fence Pending JP2000110414A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28546998A JP2000110414A (en) 1998-10-07 1998-10-07 Shutoff fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28546998A JP2000110414A (en) 1998-10-07 1998-10-07 Shutoff fence

Publications (1)

Publication Number Publication Date
JP2000110414A true JP2000110414A (en) 2000-04-18

Family

ID=17691930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28546998A Pending JP2000110414A (en) 1998-10-07 1998-10-07 Shutoff fence

Country Status (1)

Country Link
JP (1) JP2000110414A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100388652B1 (en) * 2000-07-22 2003-06-25 박유복 Assembly railing for veranda or stairs
JP2005187088A (en) * 2003-12-24 2005-07-14 Hitachi Ltd Passenger conveyor
CN103526696A (en) * 2013-10-20 2014-01-22 广州大学 Bidirectional sliding handrail device used for two seismic isolation structures or between seismic isolation structure and fixing structure
CN108316070A (en) * 2018-03-06 2018-07-24 中铁二院工程集团有限责任公司 A kind of medium-and low-speed maglev system evacuation platform connection device for upright posts
JP2019002198A (en) * 2017-06-15 2019-01-10 戸田建設株式会社 Seismic isolation handrail

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100388652B1 (en) * 2000-07-22 2003-06-25 박유복 Assembly railing for veranda or stairs
JP2005187088A (en) * 2003-12-24 2005-07-14 Hitachi Ltd Passenger conveyor
CN103526696A (en) * 2013-10-20 2014-01-22 广州大学 Bidirectional sliding handrail device used for two seismic isolation structures or between seismic isolation structure and fixing structure
JP2019002198A (en) * 2017-06-15 2019-01-10 戸田建設株式会社 Seismic isolation handrail
CN108316070A (en) * 2018-03-06 2018-07-24 中铁二院工程集团有限责任公司 A kind of medium-and low-speed maglev system evacuation platform connection device for upright posts

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