JPH0447100A - Rock bolt - Google Patents
Rock boltInfo
- Publication number
- JPH0447100A JPH0447100A JP15263990A JP15263990A JPH0447100A JP H0447100 A JPH0447100 A JP H0447100A JP 15263990 A JP15263990 A JP 15263990A JP 15263990 A JP15263990 A JP 15263990A JP H0447100 A JPH0447100 A JP H0447100A
- Authority
- JP
- Japan
- Prior art keywords
- core
- tensile strength
- rock bolt
- skin
- thin wires
- 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
Links
- 239000011435 rock Substances 0.000 title claims description 12
- 239000000463 material Substances 0.000 claims description 11
- 239000007779 soft material Substances 0.000 claims description 9
- 238000009940 knitting Methods 0.000 claims description 2
- 239000000835 fiber Substances 0.000 abstract description 11
- 238000009412 basement excavation Methods 0.000 abstract description 7
- 239000011230 binding agent Substances 0.000 abstract description 6
- 229920005989 resin Polymers 0.000 abstract description 3
- 239000011347 resin Substances 0.000 abstract description 3
- 239000004570 mortar (masonry) Substances 0.000 abstract description 2
- QQONPFPTGQHPMA-UHFFFAOYSA-N propylene Natural products CC=C QQONPFPTGQHPMA-UHFFFAOYSA-N 0.000 abstract description 2
- 125000004805 propylene group Chemical group [H]C([H])([H])C([H])([*:1])C([H])([H])[*:2] 0.000 abstract description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 abstract 1
- 229910052799 carbon Inorganic materials 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 5
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 1
- 239000004952 Polyamide Substances 0.000 description 1
- 239000004642 Polyimide Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- 229910052910 alkali metal silicate Inorganic materials 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 239000007767 bonding agent Substances 0.000 description 1
- 239000008119 colloidal silica Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920006248 expandable polystyrene Polymers 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000002241 glass-ceramic Substances 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 239000010452 phosphate Substances 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 229920001721 polyimide Polymers 0.000 description 1
- 229920000098 polyolefin Polymers 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
- 229920001567 vinyl ester resin Polymers 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Ropes Or Cables (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、トンネルや岩盤の切取り等の施工に際し、表
面岩石の崩れを防止する等の為に用いるロックボルトに
関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a rock bolt used to prevent surface rock from collapsing during construction such as tunneling or rock cutting.
(従来の技術)
従来この種のロックボルトとして、鋼材等の剛性材から
成るロックボルトが知られている。(Prior Art) As this type of lock bolt, a lock bolt made of a rigid material such as steel is known.
(発明が解決する課題)
しかしながら、従来のものは補強効果においては問題は
ないが、掘削時にその剛性が障害になるという不都合を
有している。(Problems to be Solved by the Invention) However, although the conventional structure has no problem in reinforcing effect, it has the disadvantage that its rigidity becomes an obstacle during excavation.
本発明はかかる従来の欠点を解消し、補強効果が十分で
しかも掘削時に掘削作業の障害にならないロックボルト
を提供することを目的とする。SUMMARY OF THE INVENTION An object of the present invention is to eliminate such conventional drawbacks and to provide a rock bolt that has a sufficient reinforcing effect and does not interfere with excavation work during excavation.
(課題を解決するための手段)
本発明のロックボルトは、一側を剛性材、他側を軟性材
で構成した芯体を、引っ張り強度の大きな細線の集合糸
を中空組紐状体に編成しこれら細線を互いに結着して成
る外被で囲繞すると共に一体化したことを特徴とする。(Means for Solving the Problems) The rock bolt of the present invention has a core body composed of a rigid material on one side and a soft material on the other side, and a hollow braided body made of fine wires with high tensile strength. It is characterized by surrounding and integrating these thin wires with an outer sheath formed by bonding them together.
(作 用)
ロックボルト全体として十分な補強効果を発揮し、軟性
材で構成した芯体部分は容易に剪断破壊される。(Function) The rock bolt as a whole exhibits a sufficient reinforcing effect, and the core portion made of soft material is easily sheared and broken.
(実施例)
以下、添付図面に従って本発明の実施例に付き説明する
。(Examples) Examples of the present invention will be described below with reference to the accompanying drawings.
図中1は一側を剛性材1as他側を軟性材1bで構成し
た芯体を示し、本実施例では丸棒状に形成されているが
、その形状は特に限定されるものではなく、異形形状を
含め任意である。In the figure, reference numeral 1 indicates a core body composed of a rigid material 1as on one side and a soft material 1b on the other side, and in this example, it is formed into a round bar shape, but its shape is not particularly limited, and it has an irregular shape. is optional, including
また、図示のものでは剛性材1aと軟性材1bは芯体1
の各2半分を占めるように構成されているが、その比率
は掘削作業条件等により任意である。In addition, in the illustrated example, the rigid material 1a and the soft material 1b are the core body 1.
However, the ratio is arbitrary depending on the excavation work conditions and the like.
前記芯体1を構成する剛性材1aとしては、例えば鋼材
や、炭素繊維、アラミド繊維、ビニロン繊維等をバイン
ダーで収束結着してなる樹脂含侵繊維体や、プロピレン
材等が用いられる。As the rigid material 1a constituting the core body 1, for example, a steel material, a resin-impregnated fibrous material formed by binding together carbon fiber, aramid fiber, vinylon fiber, etc. with a binder, a propylene material, etc. are used.
また、前記芯体1を構成する軟性材1bとしては、例え
ば発泡モルタルや、発泡スチロール、発泡エポキシ等の
発泡樹脂等が用いられる。Further, as the soft material 1b constituting the core body 1, for example, foamed mortar, foamed resin such as foamed polystyrene, foamed epoxy, etc. are used.
該芯体1は引っ張り強度の大きな細線2の集合糸3を中
空組紐状に編成しこれら細線2を互いに結着して成る外
被4で囲繞されると共に一体化されている。The core body 1 is surrounded and integrated with a sheath 4 formed by knitting a bunched thread 3 of fine wires 2 having high tensile strength into a hollow braid shape and binding these fine wires 2 to each other.
該外被4を構成する引っ張り強度の大きな細線2として
は、例えば、炭素繊維、ガラス繊維、セラミック繊維等
の無機繊維、芳香族ポリアミド繊維、ポリエステル繊維
、高強度ポリオレフィン繊維、強力ポリアミド繊維、強
力ポリビニルアルコール繊維等の有機繊維、金属繊維等
を単独で或いは組み合わせて使用する事ができる。The fine wires 2 with high tensile strength constituting the outer sheath 4 include, for example, inorganic fibers such as carbon fibers, glass fibers, and ceramic fibers, aromatic polyamide fibers, polyester fibers, high-strength polyolefin fibers, strong polyamide fibers, and strong polyvinyl fibers. Organic fibers such as alcohol fibers, metal fibers, etc. can be used alone or in combination.
これら引張り強度の大きな細線2を互いに結着するには
、エポキシ系、ポリエステル系、ビニルエステル系、フ
ェノール系、ポリイミド系等の有機系結合剤やアルカリ
金属珪酸塩系、コロイダルシリカ系、リン酸塩系、セメ
ント系等の無機系結合剤等を用いる。In order to bond these thin wires 2 with high tensile strength to each other, organic binders such as epoxy, polyester, vinyl ester, phenol, and polyimide, alkali metal silicate, colloidal silica, phosphate, etc. Use an inorganic binder such as a cement type or cement type.
該外被4は、丸打紐状、角打紐状、手打紐状等、必要に
応じ適宜その中空組紐状の編成態様を選択すれば良い。The outer sheath 4 may be formed in a hollow braid shape, such as a round braided cord, a square braided cord, a hand-strung cord, or the like, as required.
前記芯体1と外被4を一体化するには、前記細線2を互
いに結着するために用いた結合剤を用いればよい。In order to integrate the core body 1 and the jacket 4, the bonding agent used to bind the thin wires 2 to each other may be used.
例えば、結合剤が未硬化の状態の外被4中に芯体1を挿
入し、その状態で結合剤を硬化すれば、細線2の結着と
、外被4と芯体1の一体化を同時に行う事ができる。For example, if the core 1 is inserted into the jacket 4 with the binder uncured and the binder is cured in that state, the fine wires 2 can be bound together and the jacket 4 and the core 1 can be integrated. Can be done at the same time.
第2図は本発明ロックボルトをトンネルの切取りに用い
た場合の使用状態を示すもので、先に掘削済みの小ロ径
トンンル10内から剛性材1aの部分を先端にしてロッ
クボルトを打込んで補強した後、軟性材1bの部分を含
め掘削し、図中想像線で示されるような大口径のトンネ
ル11に切取るものである。Figure 2 shows the state in which the rock bolt of the present invention is used to cut out a tunnel. First, the rock bolt is driven into the small diameter tunnel 10 that has already been excavated, with the rigid material 1a at the tip. After reinforcing the tunnel, the tunnel is excavated including the soft material 1b, and a large diameter tunnel 11 is cut out as shown by the imaginary line in the figure.
(発明の効果)
このように、本発明ロックボルトによれば、一側を剛性
材、他側を軟性材で構成した芯体を、引っ張り強度の大
きな細線の集合糸を中空組紐状体に編成しこれら細線を
互いに結着して成る外被で囲繞すると共に一体化するよ
うに構成したので、補強効果が十分でしかも掘削時に掘
削作業の障害にならないロックボルトを提供できる効果
を有する。(Effects of the Invention) As described above, according to the rock bolt of the present invention, the core body made of a rigid material on one side and a soft material on the other side is knitted into a hollow braid-like body by collecting fine wires with high tensile strength. However, since these thin wires are surrounded by a jacket formed by bonding them together and are integrated, it is possible to provide a rock bolt which has a sufficient reinforcing effect and does not interfere with excavation work during excavation.
第1図は本発明ロックボルトの一実施例の一部切断正面
図、第2図はその使用状態を示す説明線図である。
1・・・芯 体 1a・・・剛性材
b・・・軟性材
2・・・細
線
3・・・集合糸
4・・・外
被
外3名FIG. 1 is a partially cutaway front view of one embodiment of the lock bolt of the present invention, and FIG. 2 is an explanatory diagram showing the state of use thereof. 1...Core body 1a...Rigid material b...Soft material 2...Thin wire 3...Collected yarn 4...Outer cover 3 people
Claims (1)
っ張り強度の大きな細線の集合糸を中空組紐状に編成し
これら細線を互いに結着して成る外被で囲繞すると共に
一体化したことを特徴とするロックボルト。1. A core body made of a rigid material on one side and a soft material on the other side is surrounded by an outer jacket made by knitting aggregated threads of fine wires with high tensile strength into a hollow braid shape and binding these fine wires together. A rock bolt characterized by being integrated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15263990A JPH0447100A (en) | 1990-06-13 | 1990-06-13 | Rock bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15263990A JPH0447100A (en) | 1990-06-13 | 1990-06-13 | Rock bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0447100A true JPH0447100A (en) | 1992-02-17 |
Family
ID=15544800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15263990A Pending JPH0447100A (en) | 1990-06-13 | 1990-06-13 | Rock bolt |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0447100A (en) |
-
1990
- 1990-06-13 JP JP15263990A patent/JPH0447100A/en active Pending
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