JPH07158212A - Preventing device for falling-down of existing wall body - Google Patents

Preventing device for falling-down of existing wall body

Info

Publication number
JPH07158212A
JPH07158212A JP31147193A JP31147193A JPH07158212A JP H07158212 A JPH07158212 A JP H07158212A JP 31147193 A JP31147193 A JP 31147193A JP 31147193 A JP31147193 A JP 31147193A JP H07158212 A JPH07158212 A JP H07158212A
Authority
JP
Japan
Prior art keywords
anchor
mounting arm
wall body
existing wall
sides
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
JP31147193A
Other languages
Japanese (ja)
Other versions
JPH07113204B2 (en
Inventor
Mitsutake Ijichi
三剛 伊地知
Haruki Ito
春樹 伊東
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.)
Wako Sangyo KK
Original Assignee
Wako Sangyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wako Sangyo KK filed Critical Wako Sangyo KK
Priority to JP31147193A priority Critical patent/JPH07113204B2/en
Publication of JPH07158212A publication Critical patent/JPH07158212A/en
Publication of JPH07113204B2 publication Critical patent/JPH07113204B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To prevent an existing wall shaking or falling down due to wind pressure by mooring the existing wall body to an anchor block driven in the ground from its back through an anchor rod and an anchor wire for three-point suspending it. CONSTITUTION:A right-angled triangle-shaped attaching arm 11 being convergent backward is perpendicularly attached to the back of the upper end part of the central support 6 of a soundproof wall 4 provided on a roadway subgrade 1. An anchor block 12 having attaching brackets 34, 34 attached to an upper end face 31 is driven into the lower end edge of the rear surface of slope 3 crossing a wall body 8 at right angles. The upper end of an anchor rod 13 is connected to the rear end of the attaching arm 11 through a pivot shaft 36, and the lower end of the anchor rod 13 is unitedly connected to the brackets 34, 34 of the anchor block 12 through a turnbuckle 15. In addition, the attaching arm 11 and anchors 18, 18 driven in at symmetrical positions between supports 6, 6 on both the sides of the attaching arm 11 and moreover both the sides of the support 6' are mutually connected through the pivot shaft 38 of the attaching arm 11 and the turnbuckles 16, 16.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、既設壁体の倒伏防止装
置に関し、例えば、新幹線等の列車が高速走行する軌道
や自動車専用道路である高速道路等の両側に設置された
防音壁が風圧や振動等によって倒伏するのを防止するた
めの装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for preventing collapse of an existing wall body, for example, a soundproof wall installed on both sides of a track such as a bullet train where a train runs at high speed or a highway which is a motorway. The present invention relates to a device for preventing a person from falling due to vibration, vibration, or the like.

【0002】[0002]

【従来の技術】従来、例えば、新幹線のように列車が高
速走行する軌道の両側には、高速走行により発生する騒
音公害を防止するため、防音壁が設置されている。この
防音壁は、軌道用の路盤がコンクリート製の場合だけで
なく、路盤が土の場合も軌道の両側に立設される。軌道
用の路盤(1)が土で構成されている場合は、図5に示
すように、軌道(2)の両側に外側方向に向かって下り
傾斜の法面(3)が設けられており、防音壁(4)は、
軌道(2)の両側で、かつ、法面(3)の傾斜上端部に
対向させて立設されている。上記防音壁(4)は、軌道
(2)に沿って等間隔に打ち込み形成された円柱状のコ
ンクリート製の支持ブロック(5)の上端面に支柱
(6)を夫々起立固定し、この複数本の支柱(6)の軌
道側の前面に複数段に配設した横材(7)を介して矩形
形状の壁板(8)を取付けると共に、支持ブロック
(5)の下端面に路盤(1)内部の下方に向かって打込
まれたH型鋼の支持杭(9)が突設されている。
2. Description of the Related Art Conventionally, soundproof walls have been installed on both sides of a track on which a train runs at high speed, such as the Shinkansen, in order to prevent noise pollution caused by high-speed running. This soundproof wall is installed not only when the roadbed for the track is made of concrete but also on both sides of the track when the roadbed is soil. When the roadbed (1) for the track is made of soil, as shown in FIG. 5, slopes (3) are provided on both sides of the track (2), which slope downward toward the outside, The soundproof wall (4)
It is erected on both sides of the track (2) and facing the upper end of the slope of the slope (3). The soundproof wall (4) comprises a support block (5) made of concrete which is formed along the track (2) at equal intervals, and supports (6) are erected on the upper end surface of the support block (5). The rectangular wall plate (8) is mounted on the front surface of the support column (6) on the orbital side through the horizontal members (7) arranged in a plurality of steps, and the roadbed (1) is attached to the lower end surface of the support block (5). An H-shaped steel support pile (9) is driven inward and protrudes downward.

【0003】[0003]

【発明が解決しようとする課題】軌道用の路盤(1)が
土で構成されている場合は、軌道(2)を新幹線の列車
が高速走行すると、その走行によって発生する風圧によ
り、壁板(8)が支柱(6)の基端部を支点に内外側方
向に揺れ動く。この列車の走行により壁板(8)が支柱
(6)と一体となって断続的に揺れ動くと、上記支持ブ
ロック(5)が打込み形成されている路盤(1)は土で
あり、しかも法面(3)は傾斜面であって、支持ブロッ
ク(5)に作用する外側方向への側圧を受ける部分の土
の厚さが薄いため、支持ブロック(5)が内外側方向に
揺れ動いて、支持ブロック自体(5)にガタツキが生
じ、支持ブロック(5)付近の路盤(1)が緩み、その
結果、防音壁(4)が倒伏するおそれがあるという問題
点があった。
When the roadbed (1) for the track is made of soil, when the Shinkansen train runs at a high speed on the track (2), the wind pressure generated by the running causes the wallboard ( 8) swings inward and outward with the base end of the column (6) as a fulcrum. When the wall plate (8) integrally swings with the support columns (6) due to the running of this train, the roadbed (1) on which the support blocks (5) are formed is soil, and the slope is (3) is an inclined surface, and since the thickness of the soil of the part which receives the lateral pressure acting on the support block (5) in the outward direction is thin, the support block (5) sways in the inward and outward directions, and the support block (5) swings. There was a problem that rattling occurred on itself (5), the roadbed (1) near the support block (5) became loose, and as a result, the soundproof wall (4) fell over.

【0004】本発明は、上記問題点に鑑み提案されたも
ので、既設壁体の倒伏を確実に防止することができる既
設壁体の倒伏防止装置を提供することを目的としてい
る。
The present invention has been proposed in view of the above problems, and an object of the present invention is to provide a fall prevention device for an existing wall body which can surely prevent the fall of the existing wall body.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、地盤上に起立保持された複数本の支柱の
前面に壁板を取付けた既設壁体の倒伏を防止する装置で
あって、既設壁体の所望の支柱の背面上端部に後方に向
けて突設した取付アームと、上記取付アームの後方に直
線的に延びる位置において地盤に打ち込み形成されたア
ンカー付きのアンカーブロックと、上記取付アームを突
っ張り及び引っ張り支持可能にアンカーブロックに繋留
され、かつ、締付具が一体に連結されたアンカーロッド
と、取付アームを引っ張り支持可能に取付アームの両側
対称位置にアンカーを介して地盤に繋留され、かつ、締
付具が一体に連結されたアンカーワイヤとからなるもの
である。
In order to achieve the above object, the present invention is a device for preventing collapse of an existing wall body, in which a wall plate is attached to the front surface of a plurality of pillars standing and held on the ground. A mounting arm projecting rearward at the upper rear end of the desired column of the existing wall body, and an anchor block with an anchor formed in the ground at a position that extends linearly behind the mounting arm, An anchor rod that is anchored to the anchor block so that the mounting arm can be supported by pulling and pulling, and a fastening tool is integrally connected, and the ground via an anchor at both symmetrical positions of the mounting arm so that the mounting arm can be pulled and supported. And an anchor wire that is connected to the fastener and is integrally connected to the fastener.

【0006】[0006]

【作用】本発明に係る装置によれば、例えば、新幹線等
の列車が高速走行する土を路盤とする軌道の両側に設置
された既設の防音壁を3点支持することができるので、
列車の走行により、壁板に風圧が作用して、壁板が支柱
の基端部を支点に内外側に揺動しようとすると、壁板の
外側への揺動は、アンカーロッドが突っ張って外側への
揺動が防止され、又壁板の内側への揺動は、上記アンカ
ーワイヤ及びアンカーロッドにより引っ張られ、壁板が
内側に揺動するのが防止され、その結果、壁板は常に中
立位置に保持される。しかも、上記アンカーワイヤは取
付アームの両側に対称に配設されているので、取付アー
ムはアンカーワイヤにより両側から均等に引っ張られ、
取付アームが横振れしたり、捻れたりするのを防止する
ことができる。
With the device according to the present invention, it is possible to support three existing soundproof walls installed on both sides of a track, for example, a soil where a train such as a Shinkansen runs at a high speed, as a roadbed.
When the train runs, wind pressure acts on the wallboard, and when the wallboard tries to swing inward and outward with the base end of the column as a fulcrum, the outward swinging of the wallboard causes the anchor rod to stretch and move outward. Rocking is prevented, and the inward rocking of the wall plate is prevented from being pulled by the anchor wire and the anchor rod to rock the wall plate inward, so that the wall plate is always neutral. Held in position. Moreover, since the anchor wires are symmetrically arranged on both sides of the mounting arm, the mounting arm is evenly pulled from both sides by the anchor wire,
It is possible to prevent the mounting arm from swinging or twisting.

【0007】[0007]

【実施例】以下本発明に係る装置の実施例を図1乃至図
4を参照しながら説明する。尚、図5に示したものと同
一物には同一符号を付して説明を省略する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the device according to the present invention will be described below with reference to FIGS. The same parts as those shown in FIG. 5 are designated by the same reference numerals and the description thereof will be omitted.

【0008】図1乃至図4において、(11)は取付アー
ム、(12)はコンクリート製のアンカーブロック、(1
3)は角パイプ状のアンカーロッド、(14)(14)はア
ンカーワイヤ、(15)及び(16)(16)は第1及び第2
の締付具、例えば、軸方向に締付及び緩回可能なターン
バックル、(17)及び(18)(18)は第1及び第2のア
ンカーである。
1 to 4, (11) is a mounting arm, (12) is a concrete anchor block, and (1)
3) is a square pipe-shaped anchor rod, (14) and (14) are anchor wires, and (15), (16) and (16) are first and second
The fasteners, for example, turnbuckles (17), (18) and (18) that can be tightened and loosened in the axial direction are the first and second anchors.

【0009】上記取付アーム(11)は、取付金具(21)
(22)を介して防音壁(4)の中央部の支柱(6’)の
上端部背面に直角に取付け、後方に向けて突出させてあ
る。上記取付アーム(11)は、図2及び図3に示すよう
に、支柱(6’)の上端部と傾斜材(23)と直材(24)
とで後方に向かって先細り状の直角三角形状に形成した
もので、傾斜材(23)と直材(24)の先端部分を取付板
(25)(25)で連結し、取付板(25)(25)の下端縁部
を直材(24)より下方に突出させ、この突出片部(26)
(26)の前後端部に貫通した取付孔(27)(28)が夫々
形成されている。
The mounting arm (11) has a mounting bracket (21).
It is attached at a right angle to the back of the upper end of the pillar (6 ') at the center of the soundproof wall (4) via (22), and is projected rearward. As shown in FIGS. 2 and 3, the mounting arm (11) includes an upper end portion of the column (6 ′), a slant member (23), and a straight member (24).
It is formed in the shape of a right-angled triangle that tapers rearward with and, and the tip portions of the sloped material (23) and the straight material (24) are connected by the mounting plates (25) (25), and the mounting plate (25) The lower end edge of (25) is projected downward from the straight material (24), and this protruding piece (26)
Attachment holes (27) and (28) are formed at the front and rear ends of (26), respectively.

【0010】上記アンカーブロック(12)は、上記取付
アーム(11)から壁板(8)と直交する後方に直線的に
延びる線上の所定の位置において法面(3)の傾斜下端
部に打ち込み形成され、その上端面(31)が平坦面に形
成されている。このアンカーブロック(12)の上端面
(31)には、複数のボルト(32)とナット(33)により
一対の取付ブラケット(34)(34)が取付けられてい
る。また、第1のアンカー(17)は、上記アンカーブロ
ック(12)の下方に打込まれ、その下端がハの字状に拡
開して抜止め抵抗の大きい形状とされており、その上端
部をアンカーブロック(12)の下端面(35)に植え込ま
れている。
The anchor block (12) is formed in the inclined lower end of the slope (3) at a predetermined position on a line which extends straight rearward from the mounting arm (11) orthogonal to the wall plate (8). The upper end surface (31) is formed into a flat surface. A pair of mounting brackets (34) (34) are attached to the upper end surface (31) of the anchor block (12) by a plurality of bolts (32) and nuts (33). Further, the first anchor (17) is driven into the lower part of the anchor block (12), and the lower end of the first anchor (17) expands in a V shape so as to have a large retaining resistance, and the upper end portion thereof. Is embedded in the lower end surface (35) of the anchor block (12).

【0011】上記アンカーロッド(13)は、取付アーム
(11)を介して壁板(8)を突っ張り及び引っ張り支持
するためのもので、上端部を、取付アーム(11)の後部
取付孔(28)に枢軸(36)を介して連結し、かつ、下端
部を、第1のターンバックル(15)を介してアンカーブ
ロック(12)上の一対の取付ブラケット(34)(34)に
一体に連結することにより、アンカーブロック(12)に
繋留されている。
The anchor rod (13) is for supporting the wall plate (8) by tensioning and pulling the wall plate (8) through the mounting arm (11), and has the upper end portion at the rear mounting hole (28) of the mounting arm (11). ) Via a pivot (36), and the lower end is integrally connected to a pair of mounting brackets (34) (34) on the anchor block (12) via a first turnbuckle (15). By doing so, it is anchored to the anchor block (12).

【0012】上記第2のアンカー(18)(18)は、取付
アーム(11)の両側対称位置で、かつ、防音壁(4)の
中央部の支柱(6’)とその両側に位置する支柱(6)
(6)との間に打ち込まれ、その上端部は法面(3)よ
り外部に露出させてある。上記アンカーワイヤ(14)
(14)は、取付アーム(11)を介して壁板(8)を引っ
張り支持可能としたもので、その上端部は、取付アーム
(11)の前部取付孔(27)に枢軸(38)を介して連結さ
れている第2のターンバックル(16)(16)に一体に連
結固定され、又下端部は、第2のアンカー(18)(18)
の上端部に繋留されている。このアンカー(18)(1
8)の下端の形状は、第1のアンカー(17)と同様であ
る。
The second anchors (18), (18) are located at symmetrical positions on both sides of the mounting arm (11) and at the center of the soundproof wall (4) (6 ') and on both sides thereof. (6)
It is driven between (6) and its upper end is exposed to the outside from the slope (3). Above anchor wire (14)
The (14) is capable of pulling and supporting the wall plate (8) through the mounting arm (11), and the upper end of the wall plate (8) is attached to the front mounting hole (27) of the mounting arm (11) by the pivot (38). Is integrally connected and fixed to the second turnbuckle (16) (16) which is connected via the second anchor (18) (18).
Anchored at the top of the. This anchor (18) (1
The shape of the lower end of 8) is similar to that of the first anchor (17).

【0013】上記構成の装置により防音壁(4)を支持
する場合は、第1及び第2のターンバックル(15)及び
(16)(16)を軸方向に締付もしくは緩回して、壁板
(8)を、取付アーム(11)を介してアンカーロッド
(13)により突っ張り及び引っ張り支持可能に、かつ、
アンカーワイヤ(14)(14)により引っ張り支持可能に
3点支持することにより、中立位置に保持する。このよ
うに壁板(8)を3点支持すると、列車の走行により壁
板(8)が外側方向への風圧を受けても、アンカーブロ
ック(12)がアンカーロッド(13)を介して下方に押圧
され、アンカーブロック(12)の内外側方向へのがたつ
きが防止されると同時に、壁板(8)が、取付アーム
(11)を介してアンカーロッド(13)により突っ張り支
持されて、中立位置に保持される。また、列車の通過後
等に発生するエアの渦流により壁板(8)に内側方向へ
の風圧が作用すると、上記壁板(8)は、アンカーワイ
ヤ(14)(14)及びアンカーロッド(13)により引っ張
られて、中立位置に保持される。このように防音壁
(4)の壁板(8)はアンカーロッド(13)とアンカワ
イヤー(14)(14)により常に中立位置に保持されるの
で、列車の走行により発生する風圧を受けても、支柱
(6)の基端部を支点に揺れ動くのが防止される。した
がって、防音壁(4)の支持ブロック(5)が打込まれ
た法面(3)の路盤(1)が緩むことがなく、防音壁
(4)の倒伏を確実に防止することができる。また、ア
ンカワイヤー(14)(14)を取付アーム(11)の両側対
称位置に配設したので、取付アーム(11)はその両側に
均等に引っ張られ、風圧を受けても横振れしたり、捻れ
たりするのを防止することができる。
When the soundproof wall (4) is supported by the device having the above structure, the first and second turnbuckles (15), (16) and (16) are axially tightened or loosened to move the wall plate. (8) can be stretched and supported by the anchor rod (13) via the mounting arm (11), and
The anchor wires (14) and (14) hold it in a neutral position by supporting it at three points so that it can be pulled and supported. By supporting the wall plate (8) at three points in this way, the anchor block (12) moves downward through the anchor rod (13) even if the wall plate (8) receives wind pressure in the outward direction due to running of the train. At the same time, the anchor block (12) is prevented from rattling inward and outward, and at the same time, the wall plate (8) is stretched and supported by the anchor rod (13) via the mounting arm (11), Held in neutral position. Further, when an inward wind pressure is applied to the wall plate (8) by the vortex flow of air generated after passing a train, the wall plate (8) causes the anchor wires (14) (14) and the anchor rods (13). ) And held in the neutral position. In this way, since the wall plate (8) of the soundproof wall (4) is always held in the neutral position by the anchor rod (13) and the anchor wires (14) (14), even if it receives wind pressure generated by traveling of the train. , Swinging around the base end of the column (6) as a fulcrum is prevented. Therefore, the roadbed (1) on the slope (3) in which the support block (5) of the soundproof wall (4) is driven does not loosen, and the soundproof wall (4) can be reliably prevented from falling. Also, since the anchor wires (14) (14) are arranged at symmetrical positions on both sides of the mounting arm (11), the mounting arm (11) is pulled evenly on both sides of the mounting arm (11), and shakes laterally even when subjected to wind pressure. It is possible to prevent twisting.

【0014】尚、上記実施例では、路盤が土である新幹
線の軌道の両側に設けた防音壁の場合について説明した
が、本発明はこれに限定されるわけではなく、土の地盤
に設置された既設壁体が風圧により倒伏するのを防止す
る場合、例えば、自動車専用道路である高速道路等にも
広く適用することができる。
In the above embodiment, the case where the roadbed is the soundproof wall provided on both sides of the Shinkansen track which is soil has been described, but the present invention is not limited to this, and the roadbed is installed on the soil ground. In addition, when the existing wall body is prevented from falling down due to wind pressure, the present invention can be widely applied to, for example, an expressway which is an exclusive road for automobiles.

【0015】[0015]

【発明の効果】本発明によれば、既設壁体を背面からア
ンカーロッドとアンカーワイヤとで地盤上に3点支持す
る構造であるので、既設壁体が風圧により内外側方向に
揺れ動くことがなく、その結果、既設壁体を支持してい
る地盤が緩むのを確実に防止することができる。したが
って、例えば、新幹線の軌道の路盤が土である場合、こ
の軌道の両側に設置された防音壁の支持に使用すれば、
列車の高速走行により防音壁に断続的に風圧が作用して
も、防音壁が風圧に揺れてその地盤が緩むことがなく、
防音壁の倒伏を確実に防止することができ、列車の安全
走行を確保することができる。また、自動車専用道路で
ある高速道路の両側に設置される防音壁の倒伏防止にも
使用することができる。
According to the present invention, since the existing wall body is supported from the back by the anchor rods and the anchor wires at three points on the ground, the existing wall body does not swing inward and outward due to wind pressure. As a result, it is possible to reliably prevent the ground supporting the existing wall body from loosening. Therefore, for example, if the subgrade of the Shinkansen track is soil, if it is used to support the soundproof walls installed on both sides of this track,
Even if wind pressure acts intermittently on the soundproof wall due to high-speed running of the train, the soundproof wall does not shake due to wind pressure and the ground does not loosen,
It is possible to reliably prevent the soundproof wall from falling over, and to ensure safe running of the train. It can also be used to prevent lodging of soundproof walls installed on both sides of a highway, which is a motorway.

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

【図1】本発明装置の実施例を示す縦断面図。FIG. 1 is a vertical sectional view showing an embodiment of the device of the present invention.

【図2】取付アームの側面拡大図。FIG. 2 is an enlarged side view of a mounting arm.

【図3】図2の背面図。FIG. 3 is a rear view of FIG.

【図4】本発明装置の斜視図。FIG. 4 is a perspective view of the device of the present invention.

【図5】既設壁体の立設状態を示す縦断面図。FIG. 5 is a vertical cross-sectional view showing a standing state of an existing wall body.

【符号の説明】[Explanation of symbols]

1 路盤 4 防音壁 6、6’ 支柱 8 壁板 11 取付アーム 12 アンカーブロック 13 アンカーロッド 14、14 アンカーワイヤ 15 16 締付具 17 18、18 アンカー 1 Roadbed 4 Soundproof wall 6, 6'Post 8 Wallboard 11 Mounting arm 12 Anchor block 13 Anchor rod 14, 14 Anchor wire 15 16 Fastener 17 18, 18 Anchor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地盤上に起立保持された複数本の支柱の
前面に壁板を取付けた既設壁体の倒伏を防止する装置で
あって、既設壁体の所望の支柱の背面上端部に後方に向
けて突設した取付アームと、上記取付アームの後方に直
線的に延びる位置において地盤に打ち込み形成されたア
ンカー付きのアンカーブロックと、上記取付アームを突
っ張り及び引っ張り支持可能にアンカーブロックに繋留
され、かつ、締付具が一体に連結されたアンカーロッド
と、取付アームを引っ張り支持可能に取付アームの両側
対称位置にアンカーを介して地盤に繋留され、かつ、締
付具が一体に連結されたアンカーワイヤとからなる既設
壁体の倒伏防止装置。
1. A device for preventing a fall of an existing wall body, in which a wall plate is attached to the front surface of a plurality of pillars standing upright on the ground, the rear wall being at the rear upper end of a desired pillar of the existing wall body. Mounting arm protruding toward, an anchor block with an anchor formed in the ground at a position that extends linearly behind the mounting arm, and the mounting arm is anchored to the anchor block so that the mounting arm can be stretched and pulled and supported. , And the anchor rod integrally connected with the fastener, and the anchor is anchored to the ground via anchors at symmetrical positions on both sides of the attachment arm so that the attachment arm can be pulled and supported, and the fastener is integrally connected. An existing wall collapse prevention device consisting of an anchor wire.
JP31147193A 1993-12-13 1993-12-13 Fall prevention device for existing wall Expired - Lifetime JPH07113204B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31147193A JPH07113204B2 (en) 1993-12-13 1993-12-13 Fall prevention device for existing wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31147193A JPH07113204B2 (en) 1993-12-13 1993-12-13 Fall prevention device for existing wall

Publications (2)

Publication Number Publication Date
JPH07158212A true JPH07158212A (en) 1995-06-20
JPH07113204B2 JPH07113204B2 (en) 1995-12-06

Family

ID=18017627

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31147193A Expired - Lifetime JPH07113204B2 (en) 1993-12-13 1993-12-13 Fall prevention device for existing wall

Country Status (1)

Country Link
JP (1) JPH07113204B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009150131A (en) * 2007-12-20 2009-07-09 Purotekku Engineering:Kk Guard body
JP2017020202A (en) * 2015-07-08 2017-01-26 筑豊金網工業株式会社 Stone fall prevention fence
CN110241747A (en) * 2019-06-25 2019-09-17 西南交通大学 Overhanging type self- recoverage flexible protective hangar tunnel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009150131A (en) * 2007-12-20 2009-07-09 Purotekku Engineering:Kk Guard body
JP2017020202A (en) * 2015-07-08 2017-01-26 筑豊金網工業株式会社 Stone fall prevention fence
CN110241747A (en) * 2019-06-25 2019-09-17 西南交通大学 Overhanging type self- recoverage flexible protective hangar tunnel

Also Published As

Publication number Publication date
JPH07113204B2 (en) 1995-12-06

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