JPH0439360Y2 - - Google Patents
Info
- Publication number
- JPH0439360Y2 JPH0439360Y2 JP1510986U JP1510986U JPH0439360Y2 JP H0439360 Y2 JPH0439360 Y2 JP H0439360Y2 JP 1510986 U JP1510986 U JP 1510986U JP 1510986 U JP1510986 U JP 1510986U JP H0439360 Y2 JPH0439360 Y2 JP H0439360Y2
- Authority
- JP
- Japan
- Prior art keywords
- lock bolt
- strands
- cylindrical body
- strand
- bolt body
- 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
- 239000000853 adhesive Substances 0.000 claims description 16
- 230000001070 adhesive effect Effects 0.000 claims description 16
- 229920005989 resin Polymers 0.000 claims description 11
- 239000011347 resin Substances 0.000 claims description 11
- 229920001187 thermosetting polymer Polymers 0.000 claims description 9
- 229920005992 thermoplastic resin Polymers 0.000 claims description 8
- 239000012783 reinforcing fiber Substances 0.000 claims description 6
- 229920003002 synthetic resin Polymers 0.000 claims description 4
- 239000000057 synthetic resin Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 description 10
- 239000002184 metal Substances 0.000 description 10
- 239000000463 material Substances 0.000 description 8
- 238000000576 coating method Methods 0.000 description 7
- 239000002131 composite material Substances 0.000 description 7
- 239000011248 coating agent Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 239000010410 layer Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000011378 shotcrete Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000000835 fiber Substances 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 3
- 229920006337 unsaturated polyester resin Polymers 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 238000001723 curing Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000005038 ethylene vinyl acetate Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- -1 polyethylenes Polymers 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009954 braiding Methods 0.000 description 1
- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011247 coating layer Substances 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 238000013007 heat curing Methods 0.000 description 1
- 230000020169 heat generation Effects 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
《産業上の利用分野》
本考案はトンネル等の掘削工事において地山の
補強に使用するロツクボルトに関し、とりわけ吹
付けコンクリートのシエル層などを支保する固定
施工に適した定着金具付きロツクボルトに関す
る。[Detailed description of the invention] <<Industrial application>> This invention relates to lock bolts used for reinforcing the ground during excavation work such as tunnels, and is particularly suitable for fixing construction to support shell layers of shotcrete. Regarding lock bolts with metal fittings.
《従来技術とその問題点》
トンネル工事などの土木工事において、周辺地
山の崩壊や剥難を防止するため、掘削面に軸方向
の引張強度を有するロツクボルトをモルタルなど
の硬化性材料とともに挿入埋設し、地山の物性を
改善する工法が採用されている。<Prior art and its problems> In civil engineering works such as tunnel construction, lock bolts with axial tensile strength are inserted and buried in the excavated surface along with hardening materials such as mortar to prevent the surrounding ground from collapsing or peeling. However, construction methods that improve the physical properties of the ground are being adopted.
これらの工法において使用されるロツクボルト
としては、棒鋼、異形棒鋼、繊維強化プラスチツ
ク製棒状物などの剛性体が提供されている。 As the lock bolts used in these construction methods, rigid bodies such as steel bars, deformed steel bars, and fiber-reinforced plastic rods are provided.
しかし、これらの剛直なロツクボルトでは、ド
リフターなどによつて比較的長く穿孔された孔部
が屈曲変位などしていると所定長の挿入ができな
いなどの問題があつて、削孔の変形に追随して挿
入が可能な可撓性のロツクボルトが要求されてい
た。 However, these rigid lock bolts have problems such as not being able to insert the specified length if the hole that has been drilled for a relatively long time is bent or displaced by a drifter, etc., and the bolt cannot follow the deformation of the hole. There was a need for a flexible locking bolt that could be inserted.
本出願人は、上記の要求が満たされる構成の、
ロツクボルトとしても使用可能な新規な引張補強
材を開発し実願昭59−116060号(実公平3−
18555号公報)で提案している。この出願に係る
引張補強材は、未硬化の熱硬化性樹脂を含浸した
補強用繊維束の外周面を、熱可塑性樹脂で被覆し
た複合ストランドを撚合せ、あるいは編組した
後、熱硬化性樹脂を硬化し、かつ隣接する複合ス
トランドの熱可塑性樹脂同士をその接合部におい
て熱溶着した構造を有するロープ状のものであ
る。そして、このような形状とすることによつ
て、削孔部の変位に追随できる可撓性とロツクボ
ルトの挿入前に削孔部に充填するモルタルなどの
硬化性材料に抗して打設できる性能が具現され
る。 The applicant has proposed a structure that satisfies the above requirements.
We developed a new tensile reinforcing material that can also be used as a lock bolt.
This is proposed in Publication No. 18555). The tensile reinforcement material according to this application is made by twisting or braiding composite strands coated with a thermoplastic resin on the outer peripheral surface of a reinforcing fiber bundle impregnated with an uncured thermosetting resin, and then applying a thermosetting resin to the outer peripheral surface of the reinforcing fiber bundle. It is a rope-shaped material having a structure in which the thermoplastic resins of adjacent composite strands are cured and thermally welded together at the joints. By adopting such a shape, it has the flexibility to follow the displacement of the drilled part and the ability to resist the hardening material such as mortar that is filled into the drilled part before inserting the lock bolt. is realized.
ところで、この種のロツクボルトは、掘削面に
打設して地山を支保する場合には、その打設側頭
部に定着用の金具を装着して施工されているが、
特に前述したロープ状のロツクボルトでは次のよ
うな問題があつた。 By the way, when this type of lock bolt is driven into an excavation surface to support the ground, a fixing fitting is attached to the side head of the rock bolt.
In particular, the above-mentioned rope-shaped lock bolt had the following problems.
第4図は従来用いられていた定着金具の一例を
示している。 FIG. 4 shows an example of a conventionally used fixing fitting.
同図に示す定着金具1はコーン型と呼ばれるも
のであつて、後端側が拡開した保持部材1aと、
その拡開部に嵌合されるコーン1bとからなり、
ロツクボルトはコーン1bの軸方向に穿設された
孔部に挿通して、これらを接着剤で固着してい
た。 The fixing fitting 1 shown in the figure is of a so-called cone type, and includes a holding member 1a that is expanded at the rear end side, and
It consists of a cone 1b that is fitted into the expanded part,
The lock bolts were inserted into holes drilled in the axial direction of the cone 1b, and these were fixed with adhesive.
しかしながら、この構造では、ロツクボルト本
体とコーン1bの固着力を接着剤だけで得ている
ため、固着力がロツクボルトが本来有している引
張強力よりも大幅に小さくなり、ロツクボルトの
性能が十分に発揮されないという問題があつた。 However, in this structure, the adhesion force between the lock bolt body and the cone 1b is obtained only by the adhesive, so the adhesion force is significantly smaller than the lock bolt's original tensile strength, and the lock bolt's performance is fully demonstrated. There was a problem that it was not done.
本考案はこのような実情に鑑みてなされたもの
であつて、可撓性および剛性を併せもつ繊維強化
合成樹脂製ロープ状ロツクボルトに適した定着金
具を具備した新規なロツクボルトを提供すること
を目的とする。 The present invention was developed in view of the above circumstances, and the purpose is to provide a new lock bolt equipped with a fixing fitting suitable for a rope-shaped lock bolt made of fiber-reinforced synthetic resin that has both flexibility and rigidity. shall be.
《問題点を解決するための手段》
上記目的を達成するため本考案は、トンネル等
の地山中に埋設され、補強繊維束を熱硬化性樹脂
で結着し、その外周を熱可塑性樹脂で被覆したス
トランドからなるロツクボルト本体と、このロツ
クボルト本体の一端部に接着剤を充填して固着さ
れる筒状の定着金具とを備え、前記ロツクボルト
本体は複数本のストランドの被覆同士を相互に融
着接合したスパイラルロープ状構造を有し、且つ
前記定着金具は前記ロツクボルトの見掛けの直径
に相応した内径を有し内面に突設された環状突起
と外周面に刻設されたネジ部とを備え前記ロツク
ボルト本体のストランドを分離して収納する筒体
と、この筒体内にあつて複数本のストランド中の
芯ストランドを挿通する中心透孔を有し、且つこ
の芯ストランド以外のストランドを前記筒体との
間に拡開するリング楔とからなることを特徴とす
る。《Means for solving the problem》 To achieve the above purpose, the present invention is a system that is buried in the ground such as a tunnel, binds reinforcing fiber bundles with a thermosetting resin, and covers the outer periphery with a thermoplastic resin. The lock bolt body includes a lock bolt body made of strands, and a cylindrical fixing fitting that is fixed by filling an adhesive into one end of the lock bolt body. The fixing fitting has an inner diameter corresponding to the apparent diameter of the locking bolt, and includes an annular protrusion protruding from the inner surface and a threaded portion carved on the outer peripheral surface of the locking bolt. It has a cylindrical body that separates and stores the strands of the main body, and a central through hole in the cylindrical body through which the core strand among the plurality of strands is inserted, and strands other than the core strand are connected to the cylindrical body. It is characterized by consisting of a ring wedge that expands in between.
《作用》
上記構成のロツクボルトによれば、ロツクボル
ト本体はストランドをバラして筒体とリング楔と
の間に拡開された状態で、接着剤の充填により固
着されているので、ロツクボルト本体と定着金具
とは強固に結合される。<<Operation>> According to the lock bolt having the above structure, the lock bolt main body is fixed by filling the adhesive with the strands separated and expanded between the cylinder body and the ring wedge, so that the lock bolt main body and the fixation are fixed. It is firmly connected to the metal fittings.
また、筒体にはネジ部が刻設されているので、
座金プレートを装着して掘削地山に簡単に設置で
きる。 In addition, the cylindrical body has a threaded part carved into it, so
It can be easily installed on excavated ground by attaching a washer plate.
《実施例》
以下、本考案の好適な実施例について添附図面
を参照にして詳細に説明する。<<Embodiments>> Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
第1図から第3図は本考案に係る繊維強化合成
樹脂製ロツクボルトの一実施例を示している。 1 to 3 show an embodiment of a fiber-reinforced synthetic resin lock bolt according to the present invention.
同図に示すロツクボルトは、ロツクボルト本体
10と円筒状の定着金具12とから概略構成され
ている。 The lock bolt shown in the figure is roughly composed of a lock bolt main body 10 and a cylindrical fixing fitting 12. As shown in FIG.
ロツクボルト本体10は、第3図に示すよう
に、補強繊維束を熱硬化性樹脂で結着し、その外
周を熱可塑性樹脂で被覆した芯ストランド10a
およびその他の各ストランド10a,10b,…
…の被覆同士を相互に融着接合したスパイラルロ
ープ状構造になつている。 As shown in FIG. 3, the lock bolt main body 10 includes a core strand 10a made by binding reinforcing fiber bundles with a thermosetting resin and covering the outer periphery with a thermoplastic resin.
and each other strand 10a, 10b,...
It has a spiral rope-like structure in which the coverings of ... are fused and bonded to each other.
ロツクボルト本体10は具体的には以下のよう
にして製造される。 Specifically, the lock bolt body 10 is manufactured as follows.
まず、未硬化の不飽和ポリエステル樹脂、エポ
キシ樹脂などの熱硬化性樹脂材料を、ガラス繊
維、芳香族ポリアミド繊維ポリエステル繊維、ビ
ニロン繊維などの高強度にして低伸度の強力保持
性を有する補強繊維束に含浸してこれを円状に賦
形した芯材に、各種ポリエチレン、エチレン−酢
酸ビニル共重合体、各種ナイロン、各種ABS、
各種ポリプロピレンなどの熱可塑性樹脂を環状に
溶融押出しして被覆し、しかる後該被覆部を冷却
して未硬化状の複合ストランドとなす。なお、熱
可塑性樹脂による被覆は、後述する硬化後におけ
る被覆部の融着接合のしやすさなどに応じて上記
の樹脂によつて単層あるいは複層に形成してもよ
い。 First, uncured thermosetting resin materials such as unsaturated polyester resins and epoxy resins are made into high-strength reinforcing fibers with low elongation and strong retention properties such as glass fibers, aromatic polyamide fibers, polyester fibers, and vinylon fibers. Various polyethylenes, ethylene-vinyl acetate copolymers, various nylons, various ABS,
A thermoplastic resin such as various types of polypropylene is melt-extruded and coated in a ring shape, and then the coated portion is cooled to form an uncured composite strand. Note that the thermoplastic resin coating may be formed into a single layer or multiple layers using the above resin depending on the ease of fusion bonding of the coating portion after curing, which will be described later.
上述の未硬化状の複合ストランドの1本を芯ス
トランド10aとして、この外周に複数本の未硬
化状の複合ストランド10b,10c……を所定
のピツチでスパイラル状に捲回し、これを加熱槽
中に通して内部の熱硬化性樹脂を硬化し、スパイ
ラルロープ状のロツクボルト本体10を得る。こ
の際とくに注意すべきことは、熱硬化性樹脂の発
熱および加熱槽中の外周からの加熱によつて隣接
する複合ストランドの被覆層同士を溶着接合する
ことが望ましいので、熱硬化性樹脂の組成や触媒
などの選択、加熱硬化温度などの条件設定に配慮
することである。 One of the above-mentioned uncured composite strands is used as the core strand 10a, and a plurality of uncured composite strands 10b, 10c, etc. are wound around the core strand 10a in a spiral shape at a predetermined pitch, and this is placed in a heating tank. The internal thermosetting resin is cured to obtain a spiral rope-shaped lock bolt body 10. In this case, it is desirable to weld and join the coating layers of adjacent composite strands by heat generation of the thermosetting resin and heating from the outer periphery in the heating tank, so the composition of the thermosetting resin Consideration should be given to the selection of catalysts, catalysts, etc., and the setting of conditions such as heat curing temperature.
このようにして硬化させたスパイラルロープ状
のロツクボルト本体10を所要の長さに切断し、
その打込側頭部に定着金具12を固着する。 The spiral rope-shaped lock bolt body 10 thus hardened is cut to a required length,
A fixing metal fitting 12 is fixed to the driving side head.
定着金具12は、両端が開口した円筒状の筒体
14と、筒体14内に設置されるリング楔16と
から構成されている。 The fixing fitting 12 includes a cylindrical body 14 with both ends open, and a ring wedge 16 installed inside the cylinder 14.
筒体14の地山側の内周には、上記ロツクボル
ト本体10の見掛けの直径よりも若干径大の内周
径を有する環状突起14aが突設されるととも
に、その外周面には全長に亘つてネジ部14bが
刻設されている。 An annular protrusion 14a having an inner circumferential diameter slightly larger than the apparent diameter of the lock bolt main body 10 is provided on the inner circumference of the cylinder 14 on the ground side, and an annular protrusion 14a is provided on the outer circumferential surface thereof over the entire length. A threaded portion 14b is carved.
また、リング楔16はその中心に上記芯ストラ
ンド10aを挿通する中心透孔16aが穿設され
るとともに、一端側には中心方向に傾斜した楔面
が設けてある。定着金具12をロツクボルト本体
10に固着するには、まず、ロツクボルト本体1
0の各ストランド10a,10b……の被覆を筒
体14の長さに応じて剥離し、各ストランド10
a,10b……を分離する。 The ring wedge 16 has a central through hole 16a in its center through which the core strand 10a is inserted, and a wedge surface inclined toward the center at one end. In order to fix the fixing fitting 12 to the lock bolt body 10, first, the lock bolt body 1 is
The coating of each strand 10a, 10b... of 0 is peeled off according to the length of the cylinder 14, and each strand 10
Separate a, 10b...
そして、分離した部分を筒体14の環状突起1
4a側から挿通した後、筒体14の反対側からロ
ツクボルト本体10の芯ストランド10aをリン
グ楔16の中心透孔16aに挿入して、リング楔
16を筒体14の長手方向の中心まで移動する。 Then, the separated part is attached to the annular protrusion 1 of the cylinder 14.
4a side, the core strand 10a of the lock bolt body 10 is inserted into the center through hole 16a of the ring wedge 16 from the opposite side of the cylinder 14, and the ring wedge 16 is moved to the longitudinal center of the cylinder 14. .
これにより、分離された芯ストランド10a以
外のストランド10b,10c……は、第1図に
示すように拡開され、リング楔16の外周と筒体
14の内周との間に挟着される。 As a result, the strands 10b, 10c, . . . other than the separated core strand 10a are spread out as shown in FIG. .
この状態で筒体14の後端を例えばテープ18
などで塞ぎ、先端側から接着剤20を注入し、接
着剤20を硬化させることでロツクボルト本体1
0と定着金具12とを固着する。 In this state, attach the rear end of the cylinder 14 with a tape 18, for example.
etc., inject the adhesive 20 from the tip side, and harden the adhesive 20 to lock the lock bolt body 1.
0 and the fixing metal fitting 12 are fixed.
この場合、接着剤20の注入を容易にするた
め、筒体14の長手方向中心に注入用孔部を設け
ておいてもよい。 In this case, in order to facilitate injection of the adhesive 20, an injection hole may be provided at the longitudinal center of the cylindrical body 14.
以上のようにして構成されたロツクボルト本体
は、地山22に削孔されてグラウトなどの定着材
が充填された孔部にロツクボルト本体10側から
挿入され、座金プレート24を取付けて、筒体1
4のネジ部14bにナツト26を螺着して設置さ
れる。 The lock bolt main body constructed as described above is inserted from the lock bolt main body 10 side into a hole drilled in the ground 22 and filled with a fixing material such as grout, and the washer plate 24 is attached.
A nut 26 is screwed onto the threaded portion 14b of No. 4.
本考案者らは、上述した構成のロツクボルトを
実際に製作して、その効果を以下のようにして試
験した。 The present inventors actually manufactured a lock bolt having the above-mentioned configuration, and tested its effectiveness as follows.
《具体的実施例》
まず、ロープ状ロツクボルトのストランド10
a,10b……として、ガラスロービングに未硬
化の不飽和ポリエステル樹脂を含浸し、これを賦
形して6.5mmの外径の未硬化状棒状物を得、これ
をクロスヘツドダイに挿通して高密度ポリエチレ
ンにより外径7.2mmに被覆して、これを直ちに冷
却して一次被覆のストランドとなし、さらにこれ
を再度クロスヘツドダイに挿通して酢ビ含有率が
15%のエチレン酢酸ビニル共重合体によつて外径
7.7mmの複合ストランドを得た。<<Specific Example>> First, strand 10 of rope-shaped lock bolt
As a, 10b..., a glass roving was impregnated with uncured unsaturated polyester resin, and this was shaped to obtain an uncured rod with an outer diameter of 6.5 mm, which was inserted into a crosshead die. The strands were coated with high-density polyethylene to an outer diameter of 7.2 mm, immediately cooled to form a strand of primary coating, and then passed through the crosshead die again to reduce the vinyl acetate content.
OD by 15% ethylene vinyl acetate copolymer
A composite strand of 7.7 mm was obtained.
これを撚機に供給して、1本の芯ストランド1
0aの外周に、6本のストランド10b,10c
……をスパイラル状に配し、撚ピツチが225mmの
1×7タイプのロープ状物を得、これを加熱槽に
通して98℃でストランド内部の不飽和ポリエステ
ル樹脂を硬化しつつ、各ストランド10a,10
b……の外周部のエチレン酢酸ビニル共重合体に
よる被覆同士を融着接合せしめ、外周ストランド
10b,10c……より構成される見掛けの外径
が約23mm、単位目付が510g/m、引張強力が18
トンのロープ状ロツクボルト本体10を得た。こ
のロツクボルト本体10の断面形状は第3図に示
すごときものである。 This is fed to a twisting machine to make one core strand 1.
Six strands 10b, 10c are placed around the outer circumference of 0a.
... are arranged in a spiral shape to obtain a 1 x 7 type rope with a twist pitch of 225 mm, which is passed through a heating tank to harden the unsaturated polyester resin inside the strand at 98°C, and each strand 10a ,10
The ethylene-vinyl acetate copolymer coatings on the outer periphery of b... are fused and bonded to each other, and the outer strands 10b, 10c... have an apparent outer diameter of approximately 23 mm, a unit weight of 510 g/m, and a tensile strength. is 18
A rope-shaped lock bolt body 10 of 100 lbs. was obtained. The cross-sectional shape of this lock bolt body 10 is as shown in FIG.
このロツクボルト本体10を4mに切断し、そ
の一端側の熱可塑性樹脂による被覆を、長さ150
mmについて剥離し、各ストランド10a,10b
……を変位可能となした。 This lock bolt body 10 was cut into a length of 4 m, and one end of the lock bolt body 10 was coated with thermoplastic resin to a length of 150 m.
Peel off about mm, each strand 10a, 10b
... was made possible to be displaced.
次に、内径が23mm厚み10mmの環状突起14a
と、内径26mmの内筒部およびピツチ4mmのM36ネ
ジ加工を全長に施した長さ150mmの筒体14を、
上記の被覆剥離した部分に間挿した後、内径が9
mmで外径が12mm、全長が10mmで外周部のうち3〜
5mmの部分についてはテーパー状になつているリ
ング状楔16を、外周の各ストランド10b,1
0c……を拡開せしめながら、芯ストランド10
aに外嵌して、被覆剥離した端より75mmの位置に
配し、しかる後筒体14の下端をブチルテープに
よりシールして座部とした。 Next, an annular projection 14a with an inner diameter of 23 mm and a thickness of 10 mm.
and a cylinder 14 with a length of 150mm, which has an inner cylinder part with an inner diameter of 26mm and an M36 thread with a pitch of 4mm on the entire length,
After inserting into the part where the coating was peeled off, the inner diameter is 9.
mm, the outer diameter is 12mm, the total length is 10mm, and 3~
For the 5 mm portion, a tapered ring-shaped wedge 16 is attached to each strand 10b, 1 on the outer periphery.
While expanding 0c..., core strand 10
A and placed at a position 75 mm from the end where the coating was peeled off, and the lower end of the rear cylinder 14 was sealed with butyl tape to form a seat.
次いで、エポキシ系の接着剤20(コニシ(株)製
CL−60)100部と硬化剤15部、炭酸カルシウム20
部とを混合したものを接着用充填樹脂とし、これ
を筒体14の環状突起14a側より注入して、筒
体14内を接着用充填樹脂で充たし、常温で硬化
した後、さらに80℃で硬化し、定着金具12を第
1図のごとく固着したロープ状ロツクボルトを得
た。 Next, epoxy adhesive 20 (manufactured by Konishi Co., Ltd.) was applied.
CL-60) 100 parts, hardening agent 15 parts, calcium carbonate 20 parts
This is injected from the annular protrusion 14a side of the cylindrical body 14 to fill the inside of the cylindrical body 14 with the adhesive filling resin, and after curing at room temperature, it is further heated at 80°C. After hardening, a rope-shaped lock bolt with the fixing metal fitting 12 fixed thereon as shown in FIG. 1 was obtained.
このロツクボルトを、内径50mmの鋼管にモルタ
ルを充填した模擬岩盤に挿入し、定着金具12側
に150×150mmで厚み12mmの平座金をM36のナツト
によつて挾持し、鋼管側からの引抜力を5本のサ
ンプルについて測定した。その結果引抜力は16〜
18トン、あるいはネジ部14bが破損する程度の
強力が得られ、ほぼロープ状ロツクボルト本体1
0の強力に匹敵する定着力を発現できた。 This lock bolt is inserted into a simulated rock bed made of a steel pipe with an inner diameter of 50 mm filled with mortar, and a flat washer of 150 x 150 mm and a thickness of 12 mm is clamped on the fixing fitting 12 side by an M36 nut to reduce the pulling force from the steel pipe side. Measurements were made on five samples. As a result, the pulling force is 16~
18 tons or strong enough to break the threaded part 14b, and the almost rope-shaped lock bolt body 1
It was possible to develop a fixing force comparable to that of 0.
〔比較例 1〕
上記実施例と同一のロツクボルト本体1を使用
し、定着金具としては、本考案のものから環状突
起14aとリング楔16とを除き、両端が開口し
た円筒状筒体を用い、これを上記実施例と同じ接
着剤で固着した。[Comparative Example 1] The same lock bolt body 1 as in the above embodiment was used, the annular protrusion 14a and ring wedge 16 were removed from the fixing fitting of the present invention, and a cylindrical body with open ends was used. This was fixed with the same adhesive as in the above example.
この構成のロツクボルトでは、引抜強力が5〜
7トンしか得られず、その破断状態は、ロツクボ
ルト本体10の外周と、定着金具内周との間に充
填された接着剤の凝集破壊が認められた。 The lock bolt with this configuration has a pulling strength of 5 to 5.
Only 7 tons were obtained, and the state of the breakage was found to be cohesive failure of the adhesive filled between the outer periphery of the lock bolt body 10 and the inner periphery of the fixing fitting.
〔比較例 2〕
第4図に示すようなコーン状の横断面を有する
定着具1を具体例1と同一のロツクボルト本体1
0に固着し、前述同様に引抜強力を測定した結果
6〜12トンの引抜強力で値にかなりのバラツキが
みられた。[Comparative Example 2] The fixing tool 1 having a cone-shaped cross section as shown in FIG.
0, and the drawing strength was measured in the same manner as described above. As a result, the drawing strength was 6 to 12 tons, and there was considerable variation in the values.
以上の試験結果からも明らかなように、本考案
のロープ状ロツクボルトによる定着力は、削孔部
に埋設されたロツクボルト本体10の外周ストラ
ンド10b,10c……の凹凸によるアンカー係
止力と、頭部に固着した定着金具12と地山の吹
付けコンクリート層との間に座板を挾持せしめる
ことによつて発現できる。 As is clear from the above test results, the anchoring force of the rope-shaped lock bolt of the present invention is determined by the anchor locking force due to the unevenness of the outer periphery strands 10b, 10c, etc. of the lock bolt body 10 buried in the hole, and This can be achieved by interposing a seat plate between the fixing metal fitting 12 fixed to the section and the shotcrete layer of the ground.
従つて、定着金具12の外周に加工するネジの
サイズ、ピツチなどはロープ状ロツクボルト本体
10の各外周ストランド10b,10c……の引
張強力の総和に相応するネジ強力を有するように
設定しなければならない。 Therefore, the size, pitch, etc. of the screws machined on the outer periphery of the fixing metal fitting 12 must be set so that the screw strength corresponds to the sum of the tensile strength of each outer periphery strand 10b, 10c, . . . of the rope-shaped lock bolt body 10. No.
また、筒体14の円筒部内にて各外周ストラン
ド10b,10c……をリング状楔によつて拡開
することによつて、ロツクボルト本体10に作用
する引張力のベクトルを拡開した方位に分散せし
め、これらの分散力の総和を筒体14内筒部との
接着力および環状突起14aの係止力に分担せし
め、応力が集中して接着剤の凝集破壊を生起する
層の発生を防止することができ、接着強度の高い
接着剤20の選択使用と相俟つて、ロツクボルト
が本来有する引張強力を有効に発現させることが
可能となるものと思われる。 In addition, by expanding each of the outer circumferential strands 10b, 10c, . The total sum of these dispersion forces is shared by the adhesive force with the inner cylindrical portion of the cylindrical body 14 and the locking force of the annular protrusion 14a, thereby preventing the formation of a layer where stress is concentrated and causes cohesive failure of the adhesive. It is believed that, in combination with the selective use of the adhesive 20 having high adhesive strength, it becomes possible to effectively exhibit the tensile strength inherent in the lock bolt.
《効果》
以上詳細に説明したように本考案のロツクボル
トは、母材のロツクボルト本体の引張強力に相応
した定着力が発現できる定着金具が固着されてお
り、かつロツクボルト本体は、その特殊なロープ
状構造によつて削孔部の変位に対する挿入追随
性、および削孔部に充填したモルタルなどの硬化
性材料に抗して挿入可能であることから、比較的
長いロツクボルトの使用が可能となつて、トンネ
ル掘削工事における1サイクル当たりの掘進長を
延ばすことが可能となるとともに、吹付けコンク
リート層などを支保する固定施工においては、打
設頭部と地山(吹付けコンクリート層)との間に
座金プレートを地山側へ締付けてロツクボルトの
引張強力に対応した定着力を発現せしめることが
できる。<<Effects>> As explained in detail above, the lock bolt of the present invention is fixed with a fixing metal fitting that can develop a fixing force commensurate with the tensile strength of the lock bolt body, which is the base material, and the lock bolt body has a special rope-like shape. Due to the structure, the insertion can follow the displacement of the drilled part, and it can be inserted against the hardening material such as mortar filled in the drilled part, so it is possible to use relatively long lock bolts. In addition to making it possible to extend the excavation length per cycle in tunnel excavation work, it is also possible to use a washer between the pouring head and the ground (shotcrete layer) in fixed construction to support a shotcrete layer, etc. By tightening the plate toward the ground, it is possible to develop a fixing force corresponding to the tensile strength of the lock bolt.
第1図は本考案に係るロツクボルトの一実施例
を示す要部断面図、第2図は第1図の−断面
図、第3図はロツクボルト本体の断面図、第4図
は従来の定着金具の断面図である。
10……ロツクボルト本体、10a……ストラ
ンド、12……定着金具、14……筒体、14a
……環状突起、14b……ネジ部、16……リン
グ楔、18……テープ、20……接着剤、22…
…地山、24……座金プレート、26……ナツ
ト。
Fig. 1 is a cross-sectional view of a main part showing an embodiment of the lock bolt according to the present invention, Fig. 2 is a - sectional view of Fig. 1, Fig. 3 is a cross-sectional view of the lock bolt main body, and Fig. 4 is a conventional fixing metal fitting. FIG. 10... Lock bolt body, 10a... Strand, 12... Fixing metal fitting, 14... Cylindrical body, 14a
... Annular projection, 14b ... Threaded part, 16 ... Ring wedge, 18 ... Tape, 20 ... Adhesive, 22 ...
...Ground, 24...Washer plate, 26...Natsuto.
Claims (1)
を熱硬化性樹脂で結着し、その外周を熱可塑性
樹脂で被覆したストランドからなるロツクボル
ト本体と、該ロツクボルト本体の一端部に接着
剤を充填して固着される筒状の定着金具とを備
え、該ロツクボルト本体は複数本のストランド
の被覆同士を相互に融着接合したスパイラルロ
ープ状構造を有し、且つ該定着金具は該ロツク
ボルトの見掛けの直径に相応した内径を有し内
面に突設された環状突起と外周面に刻設された
ネジ部とを備え、且つ該ロツクボルト本体のス
トランドを分離して収納する筒体と、該筒体内
にあつて該複数本のストランド中の芯ストラン
ドを挿通する中心透孔を有し、且つ該芯ストラ
ンド以外のストランドを該筒体との間に拡開す
るリング楔とからなることを特徴とする繊維強
化合成樹脂製ロツクボルト。 (2) 上記筒体は上記環状突起の内径に少なくとも
上記リング楔の肉厚の2倍を加えた径よりも径
大の内周部と、上記ロツクボルト本体の撚ピツ
チの1/2以上の長さを有していることを特徴と
する実用新案登録請求の範囲第1項記載の繊維
強化合成樹脂製ロツクボルト。[Scope of Claim for Utility Model Registration] (1) A lock bolt body that is buried in the ground such as a tunnel and is made of a strand of reinforcing fiber bundles bound with a thermosetting resin and whose outer periphery is covered with a thermoplastic resin; A cylindrical fixing fitting is filled with adhesive and fixed to one end of the lock bolt body, and the lock bolt body has a spiral rope-like structure in which a plurality of strands are fused and bonded to each other, The fixing fitting has an inner diameter corresponding to the apparent diameter of the locking bolt, and has an annular protrusion projecting on the inner surface and a threaded portion carved on the outer circumferential surface, and is configured to separate the strands of the locking bolt body. A ring having a cylindrical body to be housed, and a central through hole in the cylindrical body through which a core strand among the plurality of strands is inserted, and through which strands other than the core strand are spread between the cylindrical body and the cylindrical body. A fiber-reinforced synthetic resin lock bolt characterized by consisting of a wedge. (2) The cylindrical body has an inner periphery larger in diameter than the inner diameter of the annular projection plus at least twice the wall thickness of the ring wedge, and a length of at least 1/2 of the twist pitch of the lock bolt body. A lock bolt made of fiber-reinforced synthetic resin according to claim 1 of the registered utility model, characterized in that it has a
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1510986U JPH0439360Y2 (en) | 1986-02-06 | 1986-02-06 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1510986U JPH0439360Y2 (en) | 1986-02-06 | 1986-02-06 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62129500U JPS62129500U (en) | 1987-08-15 |
| JPH0439360Y2 true JPH0439360Y2 (en) | 1992-09-14 |
Family
ID=30805734
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1510986U Expired JPH0439360Y2 (en) | 1986-02-06 | 1986-02-06 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0439360Y2 (en) |
-
1986
- 1986-02-06 JP JP1510986U patent/JPH0439360Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62129500U (en) | 1987-08-15 |
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