JPH0444720Y2 - - Google Patents

Info

Publication number
JPH0444720Y2
JPH0444720Y2 JP1984092186U JP9218684U JPH0444720Y2 JP H0444720 Y2 JPH0444720 Y2 JP H0444720Y2 JP 1984092186 U JP1984092186 U JP 1984092186U JP 9218684 U JP9218684 U JP 9218684U JP H0444720 Y2 JPH0444720 Y2 JP H0444720Y2
Authority
JP
Japan
Prior art keywords
lock bolt
hole
mortar
main body
hardening material
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
Application number
JP1984092186U
Other languages
Japanese (ja)
Other versions
JPS616600U (en
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 filed Critical
Priority to JP9218684U priority Critical patent/JPS616600U/en
Publication of JPS616600U publication Critical patent/JPS616600U/en
Application granted granted Critical
Publication of JPH0444720Y2 publication Critical patent/JPH0444720Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)
  • Earth Drilling (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

【考案の詳細な説明】 (考案の技術分野) 本考案は、たとえば、ナトム工法におけるロツ
クボルトの定着、硬化材流出防止具に関するもの
である。
[Detailed Description of the Invention] (Technical Field of the Invention) The present invention relates to, for example, a device for fixing lock bolts in the Natom construction method and preventing hardening material from flowing out.

(従来例とその欠点) 従来、トンネル掘削工法の一つとしてナトム工
法がある。この工法は、地山にトンネル断面を掘
削後、トンネル内から放射状に多数の孔を穿ち、
この孔内にロツクボルトをセメントモルタル等で
固定し、このロツクボルトでトンネル周辺の地山
を支えるようにするものである。
(Conventional Examples and Their Disadvantages) One of the conventional tunnel excavation methods is the Natom method. This construction method involves drilling a tunnel cross-section into the ground, then drilling a large number of holes radially from inside the tunnel.
A lock bolt is fixed in this hole with cement mortar, etc., and this lock bolt supports the ground around the tunnel.

ところで、前記工法において、前記孔は放射状
に穿たれており、特に、上方に穿つた孔にセメン
トモルタル等を注入し、ロツクボルトの挿入する
と、セメントモルタル等が垂れ落ちるという欠点
があつた。また、従来は布等で孔開口を塞いでセ
メントモルタル等の垂れ落ちを防止しているが、
作業が非常に面倒であるという欠点があつた。
By the way, in the above construction method, the holes are drilled radially, and there was a drawback that the cement mortar etc. would drip down, especially when cement mortar etc. was injected into the upwardly drilled hole and a lock bolt was inserted. Additionally, conventionally, the hole openings were covered with cloth to prevent cement mortar from dripping.
The drawback was that the work was very tedious.

前記欠点を解消するために、たとえば、特開昭
57−77799号公報で、ナトム用ロツクボルトの定
着モルタルの流出防止工法が提案されている。
In order to eliminate the above-mentioned drawbacks, for example,
Publication No. 57-77799 proposes a method for preventing the fixing mortar from leaking out of lock bolts for Natom.

しかしながら、ここに開示される栓は、板状物
に設けたみぞに板状ばねを多数湾曲させて設け、
この板状ばねが内面に位置するように丸めて孔内
に挿入する、特殊な構成からなり、組立性、孔へ
の挿入性の点において多くの問題点を有する。
However, the stopper disclosed herein has a plurality of curved plate springs provided in grooves provided in a plate-shaped object, and
It has a special configuration in which the plate spring is rolled up and inserted into the hole so that it is located on the inner surface, and has many problems in terms of ease of assembly and ease of insertion into the hole.

(本考案の構成) 本考案は、前記特殊構造の栓の欠点を除去すべ
くなされたもので、ロツクボルトの定着、硬化材
流出防止具を、全体がゴム等の弾性部材からな
り、地盤等に設けた孔内に圧入固定される本体
に、蓋部に切目を入れて分離された複数の舌片を
備えたロツクボルト、モルタル等注入機のノズル
等を挿通する挿通部と、エア抜き部と、本体外周
に位置する突部と、を一体に設けたものである。
(Structure of the present invention) The present invention was made in order to eliminate the drawbacks of the above-mentioned specially structured plug. The main body is press-fitted into the provided hole, and includes a lock bolt having a plurality of tongue pieces separated by making cuts in the lid part, an insertion part through which a nozzle of a mortar injection machine, etc. is inserted, and an air bleed part. A protrusion located on the outer periphery of the main body is integrally provided.

(考案の効果) 前記構成からなるため、定着、流出防止具は、
本体を孔に圧入すると、周囲の突条が孔壁に圧着
して固定される。モルタル注入機等のノズルは、
挿通部から孔内に挿入してモルタル等を注入す
る。この場合、エア抜き部の存在によりモルタル
等を完全に所定量充填することができる。また、
ノズルを引抜いても舌片の存在により注入モルタ
ル等が垂れ落ちることはない。そして、その後、
直ちにロツクボルトを挿入するのであるが、挿入
されたロツクボルトは舌片の変形にもとずく弾性
と摩擦力とで所定位置に保持することができ、極
めて容易にロツクボルトを保持するとともに、モ
ルタル等硬化材の孔からの流出を防止することが
できる。
(Effect of the invention) Because of the above configuration, the fixing and outflow prevention device is
When the main body is press-fitted into the hole, the surrounding protrusions are pressed against the hole wall and fixed. Nozzles of mortar injection machines, etc.
Insert into the hole through the insertion part and inject mortar etc. In this case, the presence of the air bleed portion allows the mortar or the like to be completely filled in a predetermined amount. Also,
Even if the nozzle is pulled out, the presence of the tongue prevents the poured mortar etc. from dripping. And after that,
Immediately insert the lock bolt, and the inserted lock bolt can be held in place by the elasticity and frictional force based on the deformation of the tongue. can be prevented from flowing out from the holes.

(考案の実施例) つぎに、本考案を一実施例である図面にしたが
つて説明する。
(Embodiment of the invention) Next, the invention will be explained with reference to drawings which are an embodiment of the invention.

本考案にかかる流出防止具1は、全体がゴム等
の弾性材からなり、大略、後端にフランジ3を有
する本体2に、複数の舌片9を備えた挿通部6
と、外周部に位置する突条5を一体に設けたもの
である。
The spill prevention device 1 according to the present invention is made entirely of an elastic material such as rubber, and has a main body 2 having a flange 3 at the rear end, and an insertion portion 6 having a plurality of tongue pieces 9.
and a protrusion 5 located on the outer periphery are integrally provided.

すなわち、本体2は内部を挿通部6とした円筒
形からなり、前記フランジ3と円筒部の外面と
は、表面に突条5を備えたテーパ面4で接続して
いる。また、円筒体の先端部には蓋部7が一体成
形され、かつ、この蓋部には、たとえば、十字状
のスリツト8が形成され、4枚の舌片9を構成し
てある。
That is, the main body 2 has a cylindrical shape with an insertion portion 6 inside, and the flange 3 and the outer surface of the cylindrical portion are connected by a tapered surface 4 having a protrusion 5 on the surface. Further, a lid part 7 is integrally molded at the tip of the cylindrical body, and a cross-shaped slit 8, for example, is formed in this lid part, and four tongue pieces 9 are formed.

つぎに、前記構成からなるロツクボルトの定
着、硬化材流出防止具の使用方法を説明する。
Next, a method of fixing the lock bolt and using the hardening material outflow prevention device constructed as described above will be explained.

まず、トンネル内面から放射状に穿設した孔1
3の開口部に、防止具本体2をフランジ3が地山
12に圧接するように、その弾性を利用して圧入
する。これにより、周囲の突条5が孔13の壁面
に圧着し、本体2の抜け止めが図られる。
First, holes 1 are drilled radially from the inner surface of the tunnel.
The preventer main body 2 is press-fitted into the opening 3 by utilizing its elasticity so that the flange 3 comes into pressure contact with the earth 12. As a result, the surrounding protrusions 5 are pressed against the wall surface of the hole 13, and the main body 2 is prevented from coming off.

ついで、モルタル注入機のノズル14を挿通部
6から押圧して舌片9を変形させて挿通し、先端
を孔13の所定位置に位置させ、予め計算された
所定量のモルタルを注入する。この場合、モルタ
ル注入につれて孔から噴出するエア等は、前記ノ
ズルと舌片の変形にもとずいて生じる隙間(エア
抜き部を構成する)10から流出し、所定量のモ
ルタル16を確実に孔内に注入できる。また、前
記隙間10は実質的に極めて小さいため、圧力を
加えない限りモルタルが垂れ落ちることはほとん
どない(第3図、第4図参照)。
Next, the nozzle 14 of the mortar injector is pressed from the insertion part 6 to deform the tongue piece 9 and insert it, positioning the tip at a predetermined position in the hole 13, and injecting a pre-calculated predetermined amount of mortar. In this case, the air etc. that blow out from the hole as the mortar is injected flows out from the gap 10 (constituting the air bleed part) created based on the deformation of the nozzle and the tongue piece, thereby ensuring that a predetermined amount of mortar 16 is poured into the hole. It can be injected inside. Moreover, since the gap 10 is substantially extremely small, mortar will hardly drip down unless pressure is applied (see FIGS. 3 and 4).

モルタル注入が終了すると、前記ノズル14を
引抜き、ノズルの代わりにロツクボルト15を孔
13内に挿入する。この場合、ノズル14を引抜
くと、舌片9が元の状態に、つまり、挿通孔6を
塞ぐことになり、モルタル16の垂れ落ちはな
い。また、ロツクボルト15を挿入すると、前記
ノズル挿入時と同様、余分のモルタル16はロツ
クボルト15の挿入圧力により隙間10から流出
し、孔内において全面接着され、かつ、ロツクボ
ルト15は舌片9の変形にもとずく弾性およびそ
の摩擦力で所定位置に確実に保持される。
When mortar injection is completed, the nozzle 14 is pulled out and a lock bolt 15 is inserted into the hole 13 in place of the nozzle. In this case, when the nozzle 14 is pulled out, the tongue piece 9 returns to its original state, that is, closes the insertion hole 6, and the mortar 16 does not drip down. Further, when the lock bolt 15 is inserted, the excess mortar 16 flows out from the gap 10 due to the insertion pressure of the lock bolt 15, and is completely bonded in the hole, and the lock bolt 15 prevents the tongue piece 9 from deforming. It is held securely in place by its underlying elasticity and its frictional force.

なお、前記説明では、特別にエア抜き部を設け
ず、舌片9の変形により生じる隙間10を利用し
たが、この他に、挿通孔6の内壁に貫通溝11を
設けてもよい。
In the above description, a gap 10 created by the deformation of the tongue piece 9 was used without providing a special air release part, but in addition to this, a through groove 11 may be provided in the inner wall of the insertion hole 6.

また、前記実施例では、本考案をナトム工法に
使用する場合を示した、これに限らず、ロツクボ
ルトを孔内にモルタル等で固定するものであれば
適用することができることは勿論である。
Further, in the above embodiment, the present invention is applied to the natom construction method, but the present invention is not limited to this, and it goes without saying that the present invention can be applied as long as the lock bolt is fixed in the hole with mortar or the like.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図および第2図は本考案にかかるロツクボ
ルトの定着、硬化材流出防止具の本体を示し、第
1図は正面図、第2図は平面図、第3図は第1図
の−線断面図、第4図は本体にノズル(又は
ロツクボルト)を挿入した状態における舌片の変
形状態を示す正面図、第5図は第4図の平面図
で、第6図はロツクボルトの定着、硬化材流出防
止具の使用状態を示す説明図である。 2……本体、3……フランジ、5……突条、6
……挿通部、7……蓋部、8……スリツト、9…
…舌片、10……隙間、11……貫通溝、12…
…地山、13……孔、14……注入機ノズル、1
5……ロツクボルト。
1 and 2 show the main body of the lock bolt fixing and hardening material outflow prevention device according to the present invention, FIG. 1 is a front view, FIG. 2 is a plan view, and FIG. 3 is a line taken along the line - 4 is a front view showing the state of deformation of the tongue when the nozzle (or lock bolt) is inserted into the main body; FIG. 5 is a plan view of FIG. 4; and FIG. It is an explanatory view showing the use state of a material outflow prevention tool. 2...Main body, 3...Flange, 5...Protrusion, 6
...Insertion part, 7...Lid part, 8...Slit, 9...
... tongue piece, 10 ... gap, 11 ... penetration groove, 12 ...
...ground, 13...hole, 14...injector nozzle, 1
5...Rock Bolt.

Claims (1)

【実用新案登録請求の範囲】 (1) 地盤等に設けた孔内にモルタル等硬化材を注
入し、この孔にロツクボルトを装着する場合に
使用する硬化材流出防止具を、前記孔内に圧入
装着する弾性材からなる本体に、蓋部に切目を
入れて分離された複数の舌片を備えたロツクボ
ルト、モルタル注入機のノズル等の挿通部と、
該挿通部に位置するエア抜き部と、本体外周部
に位置する突部と、を一体に設けたことを特徴
とするロツクボルトの定着、硬化材流出防止
具。 (2) 前記エア抜き部が、前記挿通部の内壁に沿つ
て設けた貫通溝部であることを特徴とする実用
新案登録請求の範囲第1項に記載のロツクボル
トの定着、硬化材流出防止具。
[Scope of Claim for Utility Model Registration] (1) A hardening material such as mortar is injected into a hole made in the ground, etc., and a hardening material outflow prevention device used when installing a lock bolt into the hole is press-fitted into the hole. A main body made of an elastic material to be attached, a lock bolt having a plurality of tongue pieces separated by making cuts in the lid, an insertion part for a nozzle of a mortar injection machine, etc.
A device for fixing a lock bolt and preventing hardening material from flowing out, characterized in that an air bleed part located at the insertion part and a protrusion located at the outer periphery of the main body are integrally provided. (2) The device for fixing a lock bolt and preventing hardening material from flowing out as set forth in claim 1, wherein the air bleed portion is a through groove provided along the inner wall of the insertion portion.
JP9218684U 1984-06-19 1984-06-19 Lock bolt fixing and hardening material leak prevention device Granted JPS616600U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9218684U JPS616600U (en) 1984-06-19 1984-06-19 Lock bolt fixing and hardening material leak prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9218684U JPS616600U (en) 1984-06-19 1984-06-19 Lock bolt fixing and hardening material leak prevention device

Publications (2)

Publication Number Publication Date
JPS616600U JPS616600U (en) 1986-01-16
JPH0444720Y2 true JPH0444720Y2 (en) 1992-10-21

Family

ID=30648756

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9218684U Granted JPS616600U (en) 1984-06-19 1984-06-19 Lock bolt fixing and hardening material leak prevention device

Country Status (1)

Country Link
JP (1) JPS616600U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100383453B1 (en) * 2000-07-19 2003-05-14 주식회사 삼보기술단 Fixture for Rock Bolt
GB2609017B (en) * 2021-07-16 2023-07-12 Hypertunnel Ip Ltd Integrated drilling injection and extraction device and method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5777799A (en) * 1980-10-29 1982-05-15 Shigeo Shimizu Method of preventing spillage of fixing mortar for bottom lock bolt
JPS5785419A (en) * 1980-11-17 1982-05-28 Taisei Corp Reinforcement of rock bed

Also Published As

Publication number Publication date
JPS616600U (en) 1986-01-16

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