JPH0329439Y2 - - Google Patents
Info
- Publication number
- JPH0329439Y2 JPH0329439Y2 JP13449184U JP13449184U JPH0329439Y2 JP H0329439 Y2 JPH0329439 Y2 JP H0329439Y2 JP 13449184 U JP13449184 U JP 13449184U JP 13449184 U JP13449184 U JP 13449184U JP H0329439 Y2 JPH0329439 Y2 JP H0329439Y2
- Authority
- JP
- Japan
- Prior art keywords
- sheet
- explosion
- impact
- hole
- space
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000004575 stone Substances 0.000 description 12
- 238000005422 blasting Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 8
- 239000004677 Nylon Substances 0.000 description 2
- 239000004760 aramid Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 229920001778 nylon Polymers 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は隧道等における発破による爆風や飛散
物から周囲の環境を保護する衝撃力遮断装置に係
るものである。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to an impact force isolating device that protects the surrounding environment from blast waves and flying objects caused by blasting in tunnels, etc.
(従来の技術)
従来のこの種の衝撃力遮断装置は、一般に方形
の防爆シートを番線で支保工より懸吊し、発破時
の飛石を防止していた。(Prior Art) In conventional impact force isolating devices of this type, a rectangular explosion-proof sheet is generally suspended from a support using wires to prevent flying stones during blasting.
(考案が解決しようとする問題点)
前記従来の装置においては、防爆シートが支保
工に単に番線等で緊結されているだけであるの
で、発破時の飛石の直撃を受けてシート及び緊結
部が簡単に破損する。(Problems to be solved by the invention) In the above-mentioned conventional device, the explosion-proof sheet is simply tied to the shoring with wires, etc., so the sheet and the tied part are damaged by direct hits from flying stones during blasting. easily damaged.
また防爆シートには飛石の衝撃の緩和手段が設
けられておらず、また同シートの素材の強度が不
足するために飛石の衝撃に耐えられない。 In addition, the explosion-proof sheet is not equipped with a means for mitigating the impact of flying stones, and the sheet material is not strong enough to withstand the impact of flying stones.
(問題点を解決するための手段)
本考案はこのような問題点を解決するために提
案されたものであつて、孔状空間内周面の支持体
に、弾性体を介して衝撃防護用シートを取付け、
同シートによつて衝撃力の作用する前記孔状空間
を仕切つたことを特徴とする衝撃力遮断装置に係
るものである。(Means for Solving the Problems) The present invention was proposed to solve the above problems, and includes a support for impact protection on the inner peripheral surface of the hole-shaped space through an elastic body. Install the seat,
The present invention relates to an impact force isolating device characterized in that the hole-like space on which impact force acts is partitioned by the same sheet.
(作用)
本考案は前記したように構成されているので、
前記孔状空間内に生起した衝撃力に伴なう飛石等
が、同孔状空間を仕切つている前記衝撃防護用シ
ートによつて阻止されるとともに、同シートの変
形、及び同シートと孔状空間内周面の支持体との
間に介装された弾性体の変形によつて、前記シー
トに対する衝撃が緩和される。(Function) Since the present invention is constructed as described above,
Flying stones and the like caused by the impact force generated in the hole-like space are prevented by the impact protection sheet that partitions the hole-like space, and deformation of the sheet and damage between the sheet and the hole-like space are prevented. The impact on the sheet is alleviated by the deformation of the elastic body interposed between the support body and the inner circumferential surface of the space.
(実施例)
以下本考案を隧道の衝撃遮断装置に適用した図
示の実施例について説明する。(Embodiment) The illustrated embodiment in which the present invention is applied to a tunnel shock isolation device will be described below.
1は隧道内に設置されたH型鋼より構成された
支保工で、同支保工1にセツトされたタイロツド
ボルト2の先端に、前記弾性体を構成するゴム製
取付材3の一端雌ねじ部3aを螺着し、同取付材
3の他端面に、前記衝撃防護用シートを構成する
防爆シート4を当接し、同シート4に挿貫したゴ
ム製ボルト5を前記取付材3の他端雌ねじ部3b
に螺着して防爆シート4を支保工1に緊結し、同
シート4によつて隧道内を仕切るものである。 Reference numeral 1 denotes a support constructed of H-shaped steel installed in the tunnel, and a female threaded portion 3a at one end of a rubber mounting member 3 constituting the elastic body is screwed onto the tip of a tie rod bolt 2 set on the support 1. The explosion-proof sheet 4 constituting the impact protection sheet is brought into contact with the other end surface of the mounting material 3, and the rubber bolt 5 inserted through the sheet 4 is inserted into the female threaded portion 3b of the other end of the mounting material 3.
The explosion-proof sheet 4 is screwed onto the shoring 1, and the inside of the tunnel is partitioned by the sheet 4.
前記防爆シート4の素材は例えば切断強度22
g/dで防弾チヨツキに使用される芳香族ポリア
ミド繊維、即ち一般名ではアラミツド繊維と呼ば
れる高張力繊維を使用する。また前記シート4の
表面には飛石の直撃を緩衝するためのフエルト6
が貼着される。更に緊結部には高張力がかかるの
で、同部はナイロンシート7で補強され、更にま
たシート面に受ける強い爆風を抜くための風孔8
が多数穿設される。 The material of the explosion-proof sheet 4 has a cutting strength of 22, for example.
Aromatic polyamide fibers used in g/d bulletproof jackets, ie high tensile strength fibers commonly called aramid fibers, are used. Additionally, felt 6 is provided on the surface of the sheet 4 to cushion direct hits from flying stones.
is pasted. Furthermore, since high tension is applied to the fastened part, this part is reinforced with a nylon sheet 7, and an air hole 8 is also provided to remove the strong blast wave received from the sheet surface.
Many holes will be drilled.
図中9は相隣る支保工1間に介装された径間パ
イプである。 9 in the figure is a span pipe interposed between adjacent shoring structures 1.
図示の実施例は前記したように構成されている
ので、発破時の爆風、飛石による防爆シート4に
対する衝撃が、同シート4の変形と、前記ゴム取
付材4の変形とによつて緩和されるとともに、前
記爆風、飛石から周囲の環境を保護する。 Since the illustrated embodiment is configured as described above, the impact on the explosion-proof sheet 4 caused by blast waves and flying stones during blasting is alleviated by the deformation of the sheet 4 and the deformation of the rubber mounting material 4. At the same time, it protects the surrounding environment from the blast waves and flying stones.
第6図は本考案の他の実施例を示し、ライニン
グ等の完了した構造体10の埋込ボルト11に、
ゴム製取付材3を介して防爆シート4を取付けた
場合を示す。 FIG. 6 shows another embodiment of the present invention, in which the embedded bolts 11 of the structure 10 with the lining etc.
A case is shown in which an explosion-proof sheet 4 is attached via a rubber attachment material 3.
第7図は本考案の他の実施例を示し、ゴム製取
付材3の代りにスプリング12を使用し、同スプ
リング12の一端を支保工1にセツトされたタイ
ロツドボルト2に螺装されたナツト13に溶接w
し、他端フツク部12aを防爆シート4の鳩目1
4に係止し、同シート4を支保工1に簡単に取付
けるようにしたものである。 FIG. 7 shows another embodiment of the present invention, in which a spring 12 is used instead of the rubber attachment 3, and one end of the spring 12 is connected to a nut 13 screwed onto a tie rod bolt 2 set in the shoring 1. welded to lol
Then, attach the other end hook portion 12a to the eyelet 1 of the explosion-proof sheet 4.
4, so that the sheet 4 can be easily attached to the shoring 1.
なお前記スプリング12をライニング等の完了
した構造体10の埋込ボルト11に取付けた実施
例を第8図に示す。 FIG. 8 shows an embodiment in which the spring 12 is attached to the embedded bolt 11 of the structure 10 after lining and the like.
またライニングの完了した構造体10を防護す
るときは、構築中に使用したCボルト15または
フオームタイ等を埋込ボルト11に取付け、前記
Cボルト15間にメツセンジヤーワイヤ16を張
設し、同ワイヤ16及びCボルト15とに対して
S形リング17を介して防爆シート4を取付け
る。(第9図参照)
更にまた建込の完了した支保工1の中間に防爆
シート4を設置する場合には、同シート4のナイ
ロンベルト7にS形リング17を取付けて径間パ
イプ9にセツトする。(第10図参照)
第11図乃至第13図は隧道Aにおける発破個
所と防爆シートとの位置関係を示し、隧道Aの下
方部分を爆破し、上方部A1を保護する場合は第
11図上半部及び第12図に示すように、爆破部
分B1の上方に防爆シート4が配設され、隧道A
の側方部分B2を爆破し、反対側部A2を保護する
場合は第11図下半部及び第13図に示すよう
に、反対側部A2に沿つて防爆シート4が配設さ
れるものである。 When protecting the structure 10 that has been lined, attach the C-bolts 15 or form ties used during construction to the embedded bolts 11, and stretch the messenger wire 16 between the C-bolts 15. The explosion-proof sheet 4 is attached to the wire 16 and the C-bolt 15 via the S-shaped ring 17. (See Figure 9) Furthermore, when installing the explosion-proof sheet 4 in the middle of the shoring structure 1 that has been erected, attach the S-shaped ring 17 to the nylon belt 7 of the sheet 4 and set it on the span pipe 9. do. (See Figure 10) Figures 11 to 13 show the positional relationship between the blasting point and the explosion-proof sheet in tunnel A. If the lower part of tunnel A is to be blown up and the upper part A1 is to be protected, Figure 11 shows As shown in the upper half and FIG .
When blowing up the side part B 2 and protecting the opposite side A 2 , an explosion-proof sheet 4 is placed along the opposite side A 2 as shown in the lower half of Figure 11 and Figure 13. It is something that
(考案の効果)
本考案においては前記したように、隧道等の孔
状空間内の周面の支持体に、弾性体を介して衝撃
防護用シートが取付けられ、同シートによつて孔
状空間を仕切つているので、衝撃発生時、前記シ
ートの変形と弾性体の変形とによつて、同シート
に対する衝撃が緩和され、同シートの強度を小さ
くすることができ、同シートの支持構造も簡易化
でき、従つて本考案の衝撃遮断装置の簡易化が可
能となる。(Effects of the invention) As described above, in the present invention, an impact protection sheet is attached to the supporting body on the peripheral surface inside a hole-like space such as a tunnel through an elastic body, and the sheet protects the hole-like space. When an impact occurs, the deformation of the sheet and the deformation of the elastic body reduce the impact on the sheet, reducing the strength of the sheet, and simplifying the support structure of the sheet. Therefore, it is possible to simplify the impact isolating device of the present invention.
また前記シートによつて孔状空間内における発
破時の飛石による災害防止が可能となり、機械の
損傷が防止できる。また発破時の飛石を切羽の近
くで阻止することによつて、石屑の集積が容易と
なる。 Moreover, the sheet can prevent disasters caused by flying stones during blasting in the hole-like space, and damage to the machine can be prevented. Also, by blocking flying stones during blasting near the face, it becomes easier to accumulate stone debris.
更に前記シートによつて飛石による災害を防止
することによつて機械の待避距離を短縮し、工期
を縮減でき、また爆破音を封じ込んで騒音を防止
し、更にまた発破時の粉塵を阻止し、封じ込めた
状態で作業が遂行できる。 Furthermore, the sheet prevents disasters caused by flying stones, thereby shortening the evacuation distance of the machine and shortening the construction period.It also prevents noise by suppressing explosion sounds and prevents dust from being generated during blasting. , work can be carried out in a contained state.
第1図は本考案に係る衝撃力遮断装置の一実施
例を示す部分横断平面図、第2図はその縦断側面
図、第3図はその正面図、第4図はその支保工部
分の正面図、第5図は防爆シート取付材の縦断面
図、第6図は本考案の他の実施例を示す縦断面
図、第7図は本考案の更に他の実施例を示す横断
平面図、第8図乃至第10図は夫々本考案の他の
各実施例を示す縦断面図、第11図乃至第13図
は発破個所の防爆シート取付個所との関係を示
し、第11図は平面図、第12図及び第13図は
正面図、第14図はS形リングの斜面図である。
1……支保工、3……ゴム製取付材、4……防
爆シート、10……構造体、12……スプリン
グ。
Fig. 1 is a partial cross-sectional plan view showing one embodiment of the impact force isolating device according to the present invention, Fig. 2 is a longitudinal sectional side view thereof, Fig. 3 is a front view thereof, and Fig. 4 is a front view of the shoring portion thereof. Figure 5 is a vertical cross-sectional view of the explosion-proof sheet attachment material, Figure 6 is a vertical cross-sectional view showing another embodiment of the present invention, and Figure 7 is a cross-sectional plan view showing still another embodiment of the present invention. 8 to 10 are longitudinal cross-sectional views showing other embodiments of the present invention, FIGS. 11 to 13 show the relationship between the blasting area and the explosion-proof sheet attachment location, and FIG. 11 is a plan view. , FIGS. 12 and 13 are front views, and FIG. 14 is an oblique view of the S-shaped ring. 1... Shoring, 3... Rubber mounting material, 4... Explosion-proof sheet, 10... Structure, 12... Spring.
Claims (1)
撃防護用シートを取付け、同シートによつて衝撃
力の作用する前記孔状空間を仕切つたことを特徴
とする衝撃力遮断装置。 An impact force isolating device characterized in that an impact protection sheet is attached to a support on the inner peripheral surface of the hole-like space via an elastic body, and the hole-like space on which impact force acts is partitioned off by the sheet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13449184U JPH0329439Y2 (en) | 1984-09-06 | 1984-09-06 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13449184U JPH0329439Y2 (en) | 1984-09-06 | 1984-09-06 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6150200U JPS6150200U (en) | 1986-04-04 |
JPH0329439Y2 true JPH0329439Y2 (en) | 1991-06-24 |
Family
ID=30693002
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13449184U Expired JPH0329439Y2 (en) | 1984-09-06 | 1984-09-06 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0329439Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6378883B2 (en) * | 2014-01-17 | 2018-08-22 | 株式会社オリエンタルコンサルタンツ | Stepping stone protection device for tunnel blasting excavation |
-
1984
- 1984-09-06 JP JP13449184U patent/JPH0329439Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6150200U (en) | 1986-04-04 |
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