JPH072796Y2 - Mold gauge for stress measurement of support work - Google Patents
Mold gauge for stress measurement of support workInfo
- Publication number
- JPH072796Y2 JPH072796Y2 JP1990040000U JP4000090U JPH072796Y2 JP H072796 Y2 JPH072796 Y2 JP H072796Y2 JP 1990040000 U JP1990040000 U JP 1990040000U JP 4000090 U JP4000090 U JP 4000090U JP H072796 Y2 JPH072796 Y2 JP H072796Y2
- Authority
- JP
- Japan
- Prior art keywords
- gauge
- mold
- stress measurement
- work
- 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.)
- Expired - Fee Related
Links
Landscapes
- Force Measurement Appropriate To Specific Purposes (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、トンネル等の地下空洞の鋼製支保工にかか
る地山の応力状態を算定するのに必要な複数のひずみゲ
ージを一体化した応力測定用モールドゲージに関する。[Detailed Description of the Invention] [Industrial field of application] The present invention integrates a plurality of strain gauges necessary for calculating the stress state of the ground bearing steel support of underground cavities such as tunnels. The present invention relates to a stress measurement mold gauge.
トンネルの掘削を行うときの空洞の支保材としては、ロ
ックボルト、鋼製支保工等がある。Rock bolts, steel supports, and the like are used as hollow support materials when excavating a tunnel.
一般に、トンネルなどの地下空洞が掘削される岩盤ある
いは地山では初期の地山応力状態、変形性、亀裂、湧水
等の条件をあらかじめ正確に予測することが非常に困難
である。そのため、これらの支保材が設計通りに支保効
果を発揮しているかどうか、あるいは実際に支保材にど
れだけの応力が発生していて、どれだけ破壊に対して安
全であるか等を知るために、これらの鋼材に直接ひずみ
ゲージを接着してその応力状態を算定することが多い。In general, it is very difficult to accurately predict conditions such as initial rock stress, deformability, cracks, and spring water in advance in rocks or rocks where underground cavities such as tunnels are excavated. Therefore, in order to know whether these supporting materials are exerting the supporting effect as designed, or how much stress is actually occurring in the supporting material and how safe it is against damage. Often, the stress state is often calculated by directly adhering a strain gauge to these steel materials.
鋼製支保工の応力状態を正確に把握しようとする場合、
一般に「村山の方法」と呼ばれる計測方法が用いられ
る。これは現場で使用される支保工のひずみ測定から、
支保工に作用する応力の大きさと方向が算定できる点に
大きな特徴がある。When trying to accurately grasp the stress state of steel support,
Generally, a measuring method called “Murayama method” is used. This is from the strain measurement of the support work used in the field,
The major feature is that the magnitude and direction of the stress acting on the support work can be calculated.
しかし、この方法では、支保工の或る点の裏表に、第3
図に示すような配置でひずみゲージが接着される。すな
わち支保工ウェブ〔イ〕に、1枚の2軸直交ひずみゲー
ジ〔ロ〕、2枚の1軸ひずみゲージ〔ハ〕および4枚の
ダミーゲージ〔ニ〕の合計7枚のゲージを接着する必要
がある。However, with this method, there are three
The strain gauges are bonded in the arrangement shown in the figure. That is, it is necessary to bond one biaxial orthogonal strain gauge [b], two uniaxial strain gauge [c] and four dummy gauges [d] to the support web [a], a total of seven gauges. There is.
今、仮に支保工片側の5点に、このような測点を設けよ
うとすれば、ダミーゲージの接着を含め、その両面で合
計70回の接着を行わなければならない。したがって、鋼
製支保工1基当たりでは合計140回の接着を全て手作業
で行わねばならないのである。この内鋼製支保工に直接
接着される上記2軸直交ひずみゲージ〔ロ〕と1軸ひず
みゲージ〔ハ〕の設定には、その位置にケガキを施した
上で正確に接着しなければならず、その作業は非常に煩
雑であり、最も労力のかかる作業である。特に小型の鋼
製支保工の場合には、一層作業の困難性が増大するとい
う課題があった。Now, if it is attempted to provide such measuring points at five points on one side of the supporting work, it is necessary to perform bonding 70 times in total on both sides including bonding of the dummy gauge. Therefore, a total of 140 adhesions must be done manually by one steel support. In order to set the above-mentioned biaxial orthogonal strain gauge [b] and uniaxial strain gauge [c] that are directly bonded to this inner steel support, it is necessary to mark the positions and then bond them accurately. The work is very complicated and the most labor intensive. Especially, in the case of a small steel support, there is a problem that the work becomes more difficult.
このような実情に鑑み本考案は、対象とする鋼製支保工
の寸法に合わせて、予め上記ダミーゲージを除く複数の
ひずみゲージを正確に配置した状態で柔らかいプラスチ
ックでモールドして一体化するという手段を用いること
によって、叙述した従来技術の課題を大幅に解決したも
のである。In view of such circumstances, the present invention proposes that a plurality of strain gauges excluding the dummy gauge are accurately arranged in advance and are molded with a soft plastic to be integrated according to the dimensions of the steel support to be targeted. By using the means, the above-mentioned problems of the prior art are largely solved.
本案モールドゲージによれば、少なくとも上記3枚のひ
ずみゲージが支保工の規格に合わせて正確に配置した状
態で一体にモールドされるから、ゲージ位置のバラツキ
がなく、測定精度に信頼が得られるという格別の作用を
有する他、ゲージの接着作業を能率化し得るという作用
を奏する。According to the mold gauge of the present invention, at least the above-mentioned three strain gauges are integrally molded in a state where they are accurately arranged in accordance with the standard of support work, so that there is no variation in gauge position and reliable measurement accuracy can be obtained. In addition to having a special effect, it also has the effect of making the work of adhering the gauge efficient.
〔実施例〕 以下、本考案に係る支保工応力測定用モールドゲージの
構成を実施例に従って更に詳述すると、第1図において
1は1軸ひずみゲージ、2は2軸直交ひずみゲージであ
って、予め鋼製支保工の寸法規格に合わせて適正に配置
されたものであり、又3は、上記ゲージそれぞれの導
線、4は上記各ゲージ1、2を一体にモールドした柔軟
なポキシ樹脂である。[Embodiment] The construction of the support gauge stress measuring mold gauge according to the present invention will be described in more detail below with reference to an embodiment. In FIG. 1, 1 is a uniaxial strain gauge, and 2 is a biaxial orthogonal strain gauge. They are properly arranged in advance in accordance with the dimensional standards of steel supporters, and 3 is a conductor wire of each of the gauges, and 4 is a flexible poxy resin in which the gauges 1 and 2 are integrally molded.
而して、上記構成のモールドゲージを第2図に見られる
ように、鋼製支保工5の各測定点に一枚宛接着した上、
所定位置に2枚のダミーゲージ6を貼着し、各測定点に
同じ要領で各ゲージを接着するものである。Then, as shown in FIG. 2, the mold gauge having the above-mentioned structure is bonded to each of the measuring points of the steel supporting bar 5 one by one.
Two dummy gauges 6 are attached to a predetermined position and each gauge is adhered to each measurement point in the same manner.
上述した構成の本案支保工応力測定用モールドゲージに
よれば、従来現場で行われていた鋼製支保工のゲージ貼
着位置のケガキ作業を簡略化して現場作業の労力を大幅
に軽減できるという格別の効果を有する他、予め正確な
位置に配置された複数のひずみゲージがそのままの状態
で一体化されるので、ひずみゲージを個々に接着する従
来の手法に比べて接着位置のバラツキによる測定値への
悪影響を除去して測定精度を確実に向上し得るという顕
著な効果が期待できるものである。According to the mold gauge for supporting work stress measurement of the present invention having the above-mentioned configuration, it is possible to simplify the marking work of the gauge sticking position of the steel supporting work, which has been conventionally performed in the field, and it is possible to significantly reduce the labor of the site work. In addition to the effect of, the multiple strain gauges that have been placed in precise positions in advance are integrated as they are, so compared to the conventional method of individually bonding the strain gauges It is possible to expect a remarkable effect that the adverse effect of can be removed and the measurement accuracy can be surely improved.
第1図は本案モールドゲージの平面図、第2図は、上記
のモールドゲージを鋼製支保工の一つの測定点に接着し
た状態の断面図であり、又第3図は、従来の鋼製支保工
の測定点に各別に接着されたゲージの正面図を示す。 尚、図中1…1軸ひずみゲージ、2…2軸直交ひずみゲ
ージ、3…導線、4…モールド樹脂、5…鋼製支保、6
…ダミーゲージを示す。FIG. 1 is a plan view of the mold gauge of the present invention, and FIG. 2 is a cross-sectional view of the mold gauge bonded to one measuring point of a steel support, and FIG. 3 is a conventional steel gauge. The front view of the gauge adhered to each of the measurement points of the support work is shown. In the figure, 1 ... 1-axis strain gauge, 2 ... 2-axis orthogonal strain gauge, 3 ... Conductor wire, 4 ... Mold resin, 5 ... Steel support, 6
… Indicates a dummy gauge.
Claims (1)
ゲージ2枚を、あらかじめ鋼製支保工の寸法に合せて正
確な位置に配置し、その状態で上記3枚のひずみゲージ
を柔らかいプラスチックにモールドして一体としたこと
を特徴とする支保工の応力測定用モールドゲージ。1. A biaxial orthogonal strain gauge and two uniaxial strain gauges are arranged in advance at precise positions according to the dimensions of the steel support, and the three strain gauges are softened in that state. Mold gauge for stress measurement of supporting work characterized by being molded into plastic and integrated.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990040000U JPH072796Y2 (en) | 1990-04-12 | 1990-04-12 | Mold gauge for stress measurement of support work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990040000U JPH072796Y2 (en) | 1990-04-12 | 1990-04-12 | Mold gauge for stress measurement of support work |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH041298U JPH041298U (en) | 1992-01-08 |
JPH072796Y2 true JPH072796Y2 (en) | 1995-01-25 |
Family
ID=31549408
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1990040000U Expired - Fee Related JPH072796Y2 (en) | 1990-04-12 | 1990-04-12 | Mold gauge for stress measurement of support work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH072796Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7294025B2 (en) * | 2019-09-24 | 2023-06-20 | 株式会社大林組 | Protective container, measurement system and measurement method |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6192298A (en) * | 1984-10-12 | 1986-05-10 | 株式会社 東横エルメス | Measurement of covering stress |
JPH0645998B2 (en) * | 1987-07-28 | 1994-06-15 | 有限会社川島鉄工所 | Support member for tunnel |
-
1990
- 1990-04-12 JP JP1990040000U patent/JPH072796Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH041298U (en) | 1992-01-08 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |