JP3471602B2 - Slope, method of constructing slope and method of drilling slope - Google Patents
Slope, method of constructing slope and method of drilling slopeInfo
- Publication number
- JP3471602B2 JP3471602B2 JP09986398A JP9986398A JP3471602B2 JP 3471602 B2 JP3471602 B2 JP 3471602B2 JP 09986398 A JP09986398 A JP 09986398A JP 9986398 A JP9986398 A JP 9986398A JP 3471602 B2 JP3471602 B2 JP 3471602B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- drilling
- embedded
- frame
- hooking
- 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 - Lifetime
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Earth Drilling (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、法面にコンクリー
ト等の硬化材を打設し構築される法枠、当該法枠の構築
方法及び法面削孔方法に属する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method frame constructed by placing a hardening material such as concrete on a slope, a method of constructing the method frame, and a method of drilling a slope.
【0002】[0002]
【従来の技術】従来から法面の崩壊防止や表層保護等を
目的として、法枠構築工法が多用されている。また、法
面の安定化をはかるため、この種法枠の交点を貫通させ
地中にロックボルト等の補強筋を挿入することも多く行
われている。2. Description of the Related Art Conventionally, a method of constructing a legal framework has been widely used for the purpose of preventing slope collapse and protecting the surface layer. Further, in order to stabilize the slope, it is often practiced to penetrate the intersection of the slopes of this kind and insert a reinforcing bar such as a rock bolt into the ground.
【0003】この種ロックボルトのための削孔は、従来
はハンディー式の削孔機で人力により行うことが多かっ
たが、最近ではラフタークレーン等のブーム先端に削孔
機を搭載したり、クレーンのブーム先端から削孔機をワ
イヤー等で吊り上げたりして、機械化されている。ま
た、ガイドセルと該ガイドセル上を前進後退自在に削孔
機を搭載しただけの簡易な削孔装置を複数方向からワイ
ヤー等を張設して法面上に立設し、削孔する方法も行わ
れている。Conventionally, the drilling for this kind of rock bolt has often been carried out manually by a hand-held drilling machine, but recently, a drilling machine is mounted on the tip of a boom such as a rough terrain crane or a crane. It is mechanized by hanging a drilling machine from the tip of the boom with a wire. In addition, a method of drilling a guide cell and a simple drilling device simply equipped with a drilling machine capable of advancing and retreating on the guide cell by arranging wires or the like from a plurality of directions and standing on the slope Has also been done.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、これら
の削孔方法はいずれも次のような問題を抱えていた。削
孔する際に削孔機を旨く固定できず、削孔能率を低下さ
せてしまい、機械化しても大幅な作業性の向上には至ら
なかった。However, all of these drilling methods have the following problems. When drilling, the drilling machine could not be properly fixed, and the drilling efficiency was reduced, and even if mechanized, the workability was not significantly improved.
【0005】また、削孔機の先端部に油圧駆動のチャッ
ク部材を取り付け、このチャック部材で法枠を把持し、
削孔装置を固定する方法もあるが、この場合にも、チャ
ック部材によって法枠が破損したり、油圧機構等が必要
となり削孔機自体の構造を複雑にすると共に重量も大き
くなり、法面での可搬性が低下したりと、種々の問題点
があった。Further, a hydraulically driven chuck member is attached to the tip of the boring machine, and the chuck frame is held by the chuck member.
There is also a method of fixing the hole drilling device, but in this case also, the chuck frame damages the method frame, and a hydraulic mechanism or the like is required, which complicates the structure of the hole drilling machine itself and increases the weight. There were various problems such as reduced portability at the factory.
【0006】本発明は斯かる問題点を鑑みてなされたも
のであり、その目的とするところは、人力による苦渋作
業から作業員を解放し、危険作業を軽減するとともに、
削孔時に削孔装置を固定したり又は反力をとったりする
のに、チャック部材等の特別な用具を必要とせず、かつ
構築した法枠を破損することのない法枠、法枠構築方法
及び法面削孔方法を提供する点にある。The present invention has been made in view of the above problems, and an object of the present invention is to relieve a worker from labor and labor due to human power, reduce dangerous work, and
A law frame, a law frame construction method and a law frame construction method which do not require a special tool such as a chuck member to fix the hole drilling device or take a reaction force at the time of drilling, and which does not damage the constructed law frame. The point is to provide a method for drilling a slope.
【0007】[0007]
【課題を解決するための手段】本発明は上記課題を解決
すべく以下に掲げる構成とした。請求項1記載の発明の
要旨は、コンクリート等を打設して法面に格子状等に形
成される法枠であって、ロックボルト又はアンカー部材
を建て込むために削孔装置により削孔する際に、該削孔
装置を法面上に支承し又は/及び削孔する法面に対して
略直交方向の反力をとる為の引っかけ具が法面と略平行
方向に突出するように予め埋設され、前記引っかけ具
は、軸中心に雌ねじが切られ前記法枠を構成する型枠内
に埋設された埋め込み部材と、埋設される部分に前記雌
ねじに螺合する雄ねじが切られた引っかけ部材と、前記
引っかけ部材と法枠の型枠の内面との間に挟装されるセ
パレーターとを備えてなると共に、前記引っかけ部材
は、前記セパレーターを介して前記埋め込み部材に着脱
可能に螺合していることを特徴とする法枠に存する。請
求項2記載の発明の要旨は、法面に法枠を形成する法枠
構築方法であって、該法枠の型枠を法面に設置し、軸中
心に雌ねじが切られ前記法枠を構成する型枠内に埋設さ
れた埋め込み部材と、埋設される部分に前記雌ねじに螺
合する雄ねじが切られた引っかけ部材と、前記引っかけ
部材と前記型枠の内面との間に挟装されるセパレーター
とを備えて構成され、ロックボルト又はアンカー部材を
建て込むために削孔装置により削孔する際に、該削孔装
置を法面上に支承し又は/及び削孔する法面に対して略
直交方向の反力をとる為の引っかけ具を、法面と略平行
方向に突出するように該型枠内に配置し、そののち前記
型枠内にコンクリート等の硬化材を打設することを特徴
とする法枠構築方法に存する。
請求項3記載の発明の要旨は、法枠の交点等にロックボ
ルトやアンカー部材を建て込むために法面を削孔する削
孔方法であって、軸中心に雌ねじが切られ前記法枠を構
成する型枠内に埋設された埋め込み部材と、埋設される
部分に前記雌ねじに螺合する雄ねじが切られた引っかけ
部材と、前記引っかけ部材と前記型枠の内面との間に挟
装されるセパレーターとを備えて構成され、前記法面と
略平行方向に突出するように前記引っかけ部材が前記法
枠に予め埋設された引っかけ具に、一端が削孔装置に繋
がれた接続部材を固定して、該削孔装置を法面上に支承
し又は/及び削孔する法面に対して略直交方向の反力を
とることを特徴とした法面削孔方法に存する。[Means for Solving the Problems] The present invention has the following constitution in order to solve the above problems. The gist of the invention according to claim 1 is a legal frame in which concrete or the like is cast to form a lattice on the slope, and a hole is drilled by a hole drilling device to build a lock bolt or an anchor member. At this time, a hooking tool for supporting the drilling device on the slope and / or taking a reaction force in a direction substantially orthogonal to the slope to be drilled is substantially parallel to the slope.
The hooking device is embedded in advance so as to project in the direction.
Is inside the formwork that has the female thread at the center of the shaft
The embedded member embedded in the
A hooking member having an external thread cut to be screwed into the screw;
A clamp that is sandwiched between the hooking member and the inner surface of the formwork of the formwork.
The hooking member is provided with a palletizer.
Attach to and detach from the embedded member via the separator
It exists in a legal framework characterized by being screwed together as much as possible . Summary of the Invention of claim 2 wherein is a legal frame construction method of forming a Howaku on slopes, placed on slopes the formwork該法frame, the shaft being
A female screw is cut on the core and it is embedded in the formwork that constitutes the above-mentioned method frame.
The embedded member and the embedded part with the female screw.
A hook member with a matching external thread and the hook
A separator sandwiched between the member and the inner surface of the mold.
And a lock bolt or an anchor member.
When drilling with a drilling device for building,
Support on the slope and / or drilling holes
A hook for taking the reaction force in the orthogonal direction is almost parallel to the slope.
A method for constructing a method frame is characterized in that the method is arranged in the mold so as to project in a direction, and then a hardening material such as concrete is placed in the mold . The gist of the invention according to claim 3 is a drilling method for drilling a slope face to assemble a lock bolt or an anchor member at an intersection of a slope frame or the like. Structure
Embedded member embedded in the mold to be formed, and embedded
Hook with male thread cut into part to screw with the female thread
Between the member and the hooking member and the inner surface of the mold.
And a slope to be mounted,
The hooking member is formed so as to project in a substantially parallel direction.
A connecting member, one end of which is connected to the drilling device, is fixed to a hooking tool that is embedded in the frame in advance , and the drilling device is supported on the slope and / or is substantially orthogonal to the slope for drilling. It exists in the method of face hole drilling characterized by taking a reaction force in the direction.
【0008】なお、本発明において硬化材とは、セメン
トペースト、モルタル、コンクリート及びその他の硬化
材を総称するものである。In the present invention, the hardening material is a general term for cement paste, mortar, concrete and other hardening materials.
【0009】[0009]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて詳細に説明する。本実施の形態に係る法枠を
図1に基づいて説明する。図1は、本実施の形態に係る
法枠の構造を示す上面図である。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the drawings. The legal framework according to the present embodiment will be described based on FIG. FIG. 1 is a top view showing the structure of the legal frame according to the present embodiment.
【0010】図1に示すように、本実施の形態に係る法
枠は、格子状型枠1と、鉄筋2と、格子状型枠1の交点
に設置された削孔用パイプ3と、削孔時に削孔装置6を
固定したり、反力をとるための部材を固定又は引っかけ
る引っかけ具4とを備えている。引っかけ具4は、一端
にリングが形成された鋼製棒状部材である。As shown in FIG. 1, the method frame according to the present embodiment includes a lattice form 1, a rebar 2, a drilling pipe 3 installed at an intersection of the lattice form 1, It is provided with a hooking tool 4 for fixing the boring device 6 at the time of boring and for fixing or hooking a member for taking a reaction force. The hooking tool 4 is a steel rod-shaped member having a ring formed at one end.
【0011】次に、本実施の形態に係る法面施工方法及
び削孔方法について図面に基づいて説明する。まず、図
1に示すように、格子状型枠1と、鉄筋2と、格子状型
枠1の交点に設置された削孔用パイプ3と、削孔時に反
力をとるための装置を設置する引っかけ具4とを備えた
法枠を法面に設置する。Next, the method of constructing the slope and the method of boring according to the present embodiment will be described with reference to the drawings. First, as shown in FIG. 1, a grid form 1, a reinforcing bar 2, a drilling pipe 3 installed at the intersection of the grid form 1, and a device for taking a reaction force during drilling are installed. The law frame provided with the hooking tool 4 is installed on the slope.
【0012】次いで、図2に示すように、格子状型枠1
内にモルタル等の硬化材を打設する。次いで、前記打設
モルタル等の硬化材が硬化したのち、図8に示すよう
に、削孔装置6に一端が固定されたターンバックル11
の他端を直接又はワイヤーやチェーン等の牽引材を介し
て、引っかけ具4に引っかけ、ターンバックル11を回
転させ緊張させる。ターンバックル以外にチェーンブロ
ックなどの緊張器具を使用することもできる。Next, as shown in FIG. 2, the lattice form 1
A hardening material such as mortar is placed inside. Then, after the hardening material such as the casting mortar is hardened, as shown in FIG. 8, the turnbuckle 11 having one end fixed to the hole making device 6 is formed.
The other end is hooked to the hooking tool 4 directly or through a pulling material such as a wire or a chain, and the turnbuckle 11 is rotated to make it tense. In addition to the turnbuckle, a tension device such as a chain block can be used.
【0013】次いで、削孔装置6により法枠交点に設置
した削孔用パイプ3内を貫通し、地山の所定深度まで削
孔する。Next, the hole forming device 6 penetrates through the hole forming pipe 3 installed at the intersection of the normal frame to make a hole to a predetermined depth of the natural ground.
【0014】そののち、削孔した孔にロックボルト等の
補強筋を挿入し地山を安定化する(図示せず)。また、
いわゆる自穿孔ロックボルトを使用することもでき、そ
の場合は、前記の削孔工程と補強筋の挿入工程は同時に
行われることとなる。なお、削孔終了後、引っかけ具4
の露出部分は、ガスバーナーや切断機により切断するの
が好ましいが、そのままにしておいても良い。After that, a reinforcing bar such as a rock bolt is inserted into the drilled hole to stabilize the ground (not shown). Also,
So-called self-drilling rock bolts can also be used, in which case the drilling step and the reinforcing bar insertion step are performed simultaneously. In addition, after finishing the drilling, the hooking tool 4
The exposed portion of is preferably cut with a gas burner or a cutting machine, but may be left as it is.
【0015】最後に、削孔した孔にロックアンカーを打
ち込み地山を安定化する(図示せず)。Finally, a rock anchor is driven into the drilled hole to stabilize the ground (not shown).
【0016】なお、削孔後、引っかけ具4はそのままに
しても良いし、溶接等により切断しても良い。実施の形
態に係る法面施工法は上記の如く構成されているので、
以下に掲げる効果を奏する。After drilling, the hooking tool 4 may be left as it is, or may be cut by welding or the like. Since the slope construction method according to the embodiment is configured as described above,
It has the following effects.
【0017】単に、引っかけ具4に、ターンバックル1
1やワイヤーやチェーン等の接続部材を介し削孔装置6
を接続するだけなので、削孔時に削孔装置6を固定した
り又は反力をとったりするのに、チャック部材等の特別
な用具を必要とせず、構築した法枠を破損することなく
確実に削孔装置6を固定することができ、かつ人力によ
る苦渋作業から作業者を開放し、危険作業を軽減するこ
とができる。Simply, the hook 4 and the turnbuckle 1
1 and a drilling device 6 through a connecting member such as a wire or a chain
Since only connecting, to or taking fixed or or reaction force drilling device 6 during drilling, without the need for special tools chuck members such as reliably cut without damaging the legal frame constructed The hole device 6 can be fixed, and the worker can be relieved from labor-intensive work due to human power, and dangerous work can be reduced.
【0018】なお、図5に示すように、本実施の形態に
係る法枠は、引っかけ具4の引っかけ部分を法枠の下方
側のみならず、突出させて配置することもできる。As shown in FIG. 5, in the legal frame according to the present embodiment, the hooking portion of the hooking tool 4 can be arranged not only on the lower side of the legal frame but also in a protruding manner.
【0019】また、図6に示すように、本実施の形態に
係る引っかけ具4’は、引っかけ部材7と、埋め込み部
材8と、セパレーター9とから構成されている。引っか
け部材7の埋設される部分には雄ねじが切られている。
埋め込み部材8の一端は拡径され、軸中心に前記雄ねじ
に螺合する雌ねじが切られている。拡径された部分と、
格子状型枠1の内面との間にセパレーター9が挟装され
ている。削孔終了後は、引っかけ部材7の雄ねじを反対
に回して抜き取り、当該穴にモルタル等を詰めておけば
よい。斯かる引っかけ具4’によれば、引っかけ具その
ものが雨等により錆びるということもなく、また、モル
タル等を詰めておけば、鉄筋2等も錆びることはない。Further, as shown in FIG. 6, the hooking tool 4'according to the present embodiment comprises a hooking member 7, an embedding member 8 and a separator 9. A male screw is cut in the embedded portion of the hook member 7.
One end of the embedding member 8 has an enlarged diameter, and a female screw threaded to the male screw is cut at the center of the shaft. The expanded part,
A separator 9 is sandwiched between the inner surface of the lattice form 1 and the separator 9. After drilling, the male screw of the hooking member 7 may be turned in the opposite direction and pulled out, and the hole may be filled with mortar or the like. According to the hooking tool 4 ', the hooking tool itself does not rust due to rain or the like, and the reinforcing bar 2 or the like does not rust if mortar or the like is filled.
【0020】また、引っかけ具4と削孔装置6の接続部
材としてはターンバックル以外に、ワイヤー、チェーン
等、種々の牽引材を使用することができる。Besides the turnbuckle, various traction materials such as wires and chains can be used as the connecting member between the hooking tool 4 and the boring device 6 .
【0021】また、引っかけ具は、法枠の横梁だけでな
く縦梁にも設置することができる。また、上記説明では
引っかけ具を削孔時に削孔装置6を固定したり、反力を
とるために使用する方法について述べたが、法面上で削
孔装置6を移動させるための移動用ワイヤー等の支点に
も利用できるのは説明するまでもない。The hooking device can be installed not only on the horizontal beam of the method frame but also on the vertical beam. Further, in the above description, the method used for fixing the boring device 6 or taking a reaction force when boring the hooking tool was described, but a moving wire for moving the boring device 6 on the slope. It goes without saying that it can also be used as a fulcrum such as.
【0022】また、上記構成部材の数、位置、形状等は
上記実施の形態に限定されず、本発明を実施する上で好
適な数、位置、形状等にすることができる。なお、各図
において、同一構成要素には同一符号を付している。Further, the number, position, shape, etc. of the above-mentioned constituent members are not limited to those in the above-mentioned embodiment, and any number, position, shape, etc. suitable for carrying out the present invention can be adopted. In addition, in each figure, the same components are denoted by the same reference numerals.
【0023】[0023]
【発明の効果】本発明は以上のように構成されているの
で、以下に掲げる効果を奏する。単に、引っかけ具に、
ターンバックルやワイヤーやチェーン等の接続部材を介
し削孔装置を接続するだけなので、削孔時に削孔装置を
固定したり又は反力をとったりするのに、チャック部材
等の特別な用具を必要とせず、構築した法枠を破損する
ことなく確実に削孔装置を固定することができ、かつ人
力による苦渋作業から作業者を開放し、危険作業を軽減
することができる。Since the present invention is configured as described above, it has the following effects. Simply as a hook ,
Since only connecting the drilling device via a turnbuckle, wire or chain or the like of the connecting member, to or taking fixed or or reaction force drilling apparatus during drilling, the need for a special tool chuck member such In addition, the drilling device can be securely fixed without damaging the constructed legal frame, and the worker can be freed from the troublesome work due to human power, and the dangerous work can be reduced.
【図1】本実施の形態に係る法枠の構造を示す上面図。FIG. 1 is a top view showing a structure of a legal frame according to the present embodiment.
【図2】本実施の形態に係る削孔方法の法枠設置状況を
示す側面図。FIG. 2 is a side view showing a method frame installation state of the hole drilling method according to the present embodiment.
【図3】本実施の形態に係る削孔方法のモルタルの打設
状況を示す側面図。FIG. 3 is a side view showing a mortar placing condition in the hole boring method according to the present embodiment.
【図4】本実施の形態に係る削孔方法の削孔状況を示す
側面図。FIG. 4 is a side view showing a drilling situation of the drilling method according to the present embodiment.
【図5】本発明の他の実施の形態に係る引っかけ具の取
り付け状況を示す法枠の側面図。FIG. 5 is a side view of a method frame showing how hooking tools are attached according to another embodiment of the present invention.
【図6】本発明の他の実施の形態に係る引っかけ具の構
造を示す側面図。FIG. 6 is a side view showing the structure of a hooking tool according to another embodiment of the present invention.
【図7】本発明の他の実施の形態に係る削孔方法を示す
側面図。FIG. 7 is a side view showing a drilling method according to another embodiment of the present invention.
【図8】本発明の実施の形態に係る法枠に削孔装置を設
置した状態を示す正面図。FIG. 8 is a front view showing a state in which a hole drilling device is installed in the method frame according to the embodiment of the present invention.
1 格子状型枠 2 鉄筋 3 削孔用パイプ 4、4’ 引っかけ具 5 巻き上げウィンチ 6 削孔装置 7 引っかけ部材 8 埋め込み部材 9 セパレーター 10 クレーン 11 ターンバックル1 Lattice form 2 Reinforcing bar 3 Drilling pipe 4, 4'Hooking tool 5 Winding winch 6 Drilling device 7 Hooking member 8 Embedding member 9 Separator 10 Crane 11 Turnbuckle
───────────────────────────────────────────────────── フロントページの続き (72)発明者 武蔵 栄秋 東京都千代田区九段北四丁目2番35号 ライト工業株式会社内 (72)発明者 一色 弘 東京都千代田区九段北四丁目2番35号 ライト工業株式会社内 (72)発明者 金森 泰憲 東京都千代田区九段北四丁目2番35号 ライト工業株式会社内 (56)参考文献 特開 平11−117308(JP,A) 特開 平10−110437(JP,A) 特開 平4−64667(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 17/20 104 E21B 7/04 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Eisuke Musashi No. 2-35 Kudankita 4-chome, Chiyoda-ku, Tokyo Light Industry Co., Ltd. No. Light Industry Co., Ltd. (72) Inventor Yasunori Kanamori No. 2-3-5 Kudankita 4-chome, Chiyoda-ku, Tokyo Within Light Industry Co., Ltd. (56) Reference JP-A-11-117308 (JP, A) JP-A-10 -110437 (JP, A) JP-A-4-64667 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) E02D 17/20 104 E21B 7/04
Claims (3)
等に形成される法枠であって、ロックボルト又はアンカ
ー部材を建て込むために削孔装置により削孔する際に、
該削孔装置を法面上に支承し又は/及び削孔する法面に
対して略直交方向の反力をとる為の引っかけ具が法面と
略平行方向に突出するように予め埋設され、前記引っか
け具は、軸中心に雌ねじが切られ前記法枠を構成する型
枠内に埋設された埋め込み部材と、埋設される部分に前
記雌ねじに螺合する雄ねじが切られた引っかけ部材と、
前記引っかけ部材と法枠の型枠の内面との間に挟装され
るセパレーターとを備えてなると共に、前記引っかけ部
材は、前記セパレーターを介して前記埋め込み部材に着
脱可能に螺合していることを特徴とする法枠。 1. A method frame, which is formed by placing concrete or the like in a lattice shape on a slope, when drilling with a drilling device to build a lock bolt or an anchor member,
A hooking tool for supporting the drilling device on the slope and / or for taking a reaction force in a direction substantially orthogonal to the slope to be drilled is
It is previously embedded substantially so as to protrude in a direction parallel, or the hit
The tool is a mold that is formed with a female thread at the center of the shaft to form the above-mentioned legal frame.
In front of the embedding member embedded in the frame and the part to be embedded
A hook member in which a male screw to be screwed into the female screw is cut,
It is sandwiched between the hooking member and the inner surface of the formwork of the method frame.
And a hooked separator
Material is attached to the embedded member through the separator.
A legal framework characterized by being detachably screwed.
って、該法枠の型枠を法面に設置し、軸中心に雌ねじが切られ前記法枠を構成する型枠内に埋
設された埋め込み部材と、埋設される部分に前記雌ねじ
に螺合する雄ねじが切られた引っかけ部材と、前記引っ
かけ部材と前記型枠の内面との間に挟装されるセパレー
ターとを備えて構成され、ロックボルト又はアンカー部
材を建て込むために削孔装置により削孔する際に、該削
孔装置を法面上に支承し又は/及び削孔する法面に対し
て略直交方向の反力をとる為の引っかけ具を、法面と略
平行方向に突出するように該型枠内に配置し、 そののち前記型枠内にコンクリート等の硬化材を打設す
ることを特徴とする法枠構築方法。2. A method for constructing a method frame for forming a method frame on a slope, wherein the method frame of the method frame is installed on the method surface, and a female screw is cut at the center of the shaft to form the method frame. Buried in
The embedded member and the female screw in the embedded portion
A hooking member having a male screw threaded to
Separator sandwiched between the hanging member and the inner surface of the mold
And a lock bolt or an anchor part.
When drilling with a drilling device to build a material,
For the slope to support and / or drill the drilling device on the slope
The hooking device to take the reaction force in the direction substantially orthogonal to the slope
A method for constructing a method frame, characterized in that the method is arranged in the mold so as to project in a parallel direction, and then a hardening material such as concrete is placed in the mold .
部材を建て込むために法面を削孔する削孔方法であっ
て、軸中心に雌ねじが切られ前記法枠を構成する型枠内に埋
設された埋め込み部材と、埋設される部分に前記雌ねじ
に螺合する雄ねじが切られた引っかけ部材と、前記引っ
かけ部材と前記型枠の内面との間に挟装されるセパレー
ターとを備えて構成され、前記法面と略平行方向に突出
するように前記引っかけ部材が前記法枠に予め埋設され
た引っかけ具 に、一端が削孔装置に繋がれた接続部材を
固定して、該削孔装置を法面上に支承し又は/及び削孔
する法面に対して略直交方向の反力をとることを特徴と
した法面削孔方法。3. A drilling method for drilling a slope for building a rock bolt or an anchor member at an intersection of a slope, etc., wherein a female screw is cut at the center of the shaft to form a slope in the mold. Buried in
The embedded member and the female screw in the embedded portion
A hooking member having a male screw threaded to
Separator sandwiched between the hanging member and the inner surface of the mold
And is configured to project in a direction substantially parallel to the slope.
As described above, the hooking member is pre-embedded in the method frame.
A connecting member having one end connected to the drilling device is fixed to the hooking tool to support the drilling device on the slope and / or a reaction force in a direction substantially orthogonal to the slope for drilling. Slope drilling method characterized by taking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09986398A JP3471602B2 (en) | 1998-03-30 | 1998-03-30 | Slope, method of constructing slope and method of drilling slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09986398A JP3471602B2 (en) | 1998-03-30 | 1998-03-30 | Slope, method of constructing slope and method of drilling slope |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11280082A JPH11280082A (en) | 1999-10-12 |
| JP3471602B2 true JP3471602B2 (en) | 2003-12-02 |
Family
ID=14258652
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP09986398A Expired - Lifetime JP3471602B2 (en) | 1998-03-30 | 1998-03-30 | Slope, method of constructing slope and method of drilling slope |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3471602B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112709230B (en) * | 2021-01-19 | 2022-03-01 | 中铁五局集团机械化工程有限责任公司 | Method for dismantling roadbed slope prestressed anchor cable frame beam |
| CN116950099B (en) * | 2023-09-08 | 2025-09-16 | 中国十七冶集团有限公司 | Soft rock tunnel portal slope reinforcement system and construction method |
-
1998
- 1998-03-30 JP JP09986398A patent/JP3471602B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH11280082A (en) | 1999-10-12 |
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