JP2017061845A - Temporary work facility, fastener used in temporary work facility and hole digging method using temporary work facility - Google Patents

Temporary work facility, fastener used in temporary work facility and hole digging method using temporary work facility Download PDF

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JP2017061845A
JP2017061845A JP2016185456A JP2016185456A JP2017061845A JP 2017061845 A JP2017061845 A JP 2017061845A JP 2016185456 A JP2016185456 A JP 2016185456A JP 2016185456 A JP2016185456 A JP 2016185456A JP 2017061845 A JP2017061845 A JP 2017061845A
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lower fixing
fixing portion
drilling
fixture
slope
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JP6842105B2 (en
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谷垣 和伸
Kazunobu Tanigaki
和伸 谷垣
一博 川中
Kazuhiro Kawanaka
一博 川中
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TANIGAKI KENKO KK
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Abstract

PROBLEM TO BE SOLVED: To provide a temporary work facility which can be temporarily provided at a desired position in a work surface of a slope frame, a slope frame structure and others easily and which can be easily removed from the work surface; a fastener used in the temporary work facility; and a hole digging method using the temporary work facility.SOLUTION: A lock bolt construction facility 1 comprises a lock bolt construction machine 10 to be arranged in a slope frame 4 as a work surface, as a work facility body, and a fastener 25 for fastening the lock bolt construction machine 10 to the slope frame 4. The fastener 25 comprises a lower part fixing part 27 buried and fixed in the slope frame 4 and an upper part fixing part 26 that is detachably connected with the lower part fixing part 27 and that projects to the outside from the slope frame 4.SELECTED DRAWING: Figure 1

Description

本発明は、足場や削孔機などの仮設作業設備及びそれに用いる固定具並びに仮設作業設備を用いた削孔方法に関する。   The present invention relates to a temporary work facility such as a scaffold or a hole drilling machine, a fixture used therefor, and a hole drilling method using the temporary work facility.

斜面や法面の安定化技術として、グランドアンカー工やロックボルト工や鉄筋挿入工などが知られているが、いずれの工法においても、斜面や法面に対して掘削孔を形成し、この掘削孔に対してグランドアンカーやロックボルトや補強材を施工するように構成している。   Known methods for stabilizing slopes and slopes include ground anchors, rock bolts, and rebar insertions. In any construction method, drilling holes are formed on slopes and slopes, and this excavation is performed. A ground anchor, a lock bolt, or a reinforcing material is applied to the hole.

例えば、法枠をロックボルトで法面に固定する際には、先ず法面に格子状に鉄筋を施工する。次に、鉄筋の交差部分に上面を閉蓋した箱抜きパイプを設置するとともに鉄筋を取り囲むように格子状に網材からなる型枠を施工してから、コンクリートを型枠内に吹付けて法枠を施工する。次に、コンクリートの硬化後、ロックボルトを施工するため、先ず箱抜きパイプを開蓋する。次に、クレーンに削孔機を吊り下げた状態で、削孔機の削孔工具を箱抜きパイプに挿入し、必要な深さの掘削孔を削孔して、ロックボルトを施工することになる。   For example, when fixing a slope frame to a slope with a lock bolt, first, a reinforcing bar is constructed in a grid pattern on the slope. Next, a box-pipe pipe with the upper surface closed is installed at the intersection of the reinforcing bars, and a formwork made of netting is applied to the rebar to surround the reinforcing bars, and then concrete is sprayed into the formwork. Install the frame. Next, after the concrete is hardened, the box opening pipe is first opened in order to install the lock bolt. Next, with the drilling machine suspended from the crane, insert the drilling tool of the drilling machine into the boxing pipe, drill the drilling hole of the required depth, and install the lock bolt Become.

ところで、掘削孔を削孔する方法としては、前述したようにクレーンに削孔機を吊り下げた状態で削孔する方法以外に、バックホウのブーム先端に削孔機を取り付けて削孔したり、法枠に足場を組んで、削孔機を足場に支持させた状態で削孔したりする方法がある。足場を組んで削孔機を支持させたり、バックホウのブームの先端部に削孔機を取付けたりする場合には、比較的安定性良く削孔機を支持することができるが、クレーンに削孔機を吊り下げると、削孔時の反力を受け止めることが困難になることがある。特に、外管ロッドが掘削孔の内面に摺接する二重管掘削において、掘削孔の深さが深くなると、削孔機に作用する削孔時の反力が掘削孔の深さに比例して大きくなり、円滑に削孔できなくなるという問題がある。   By the way, as a method of drilling the excavation hole, in addition to the method of drilling in a state where the drilling machine is suspended in the crane as described above, a drilling machine is attached to the tip of the boom of the backhoe, There is a method of drilling in a state in which a scaffolding is assembled in the frame and the drilling machine is supported by the scaffolding. When the drilling machine is supported with a scaffolding or when the drilling machine is attached to the tip of the backhoe boom, the drilling machine can be supported relatively stably. When the machine is suspended, it may be difficult to receive the reaction force during drilling. In particular, in double pipe excavation where the outer tube rod is in sliding contact with the inner surface of the excavation hole, when the depth of the excavation hole increases, the reaction force during drilling acting on the drilling machine is proportional to the depth of the excavation hole. There is a problem that the hole becomes large and cannot be drilled smoothly.

そこで、クレーンで削孔機を吊り下げて削孔する削孔方法において、削孔時における反力を受け止めるために、削孔機の先端部にクランプ装置を設けて、法枠の縦枠或いは横枠を保持するように構成したもの(例えば、特許文献1参照)や、法枠の縦枠に予め補助アンカーを形成して、該補助アンカーに削孔機を支持させるように構成したもの(例えば、特許文献2参照)などが提案されている。   Therefore, in the drilling method in which the drilling machine is suspended by a crane, a clamping device is provided at the tip of the drilling machine in order to receive the reaction force during drilling. A structure configured to hold a frame (for example, refer to Patent Document 1), or a structure in which an auxiliary anchor is formed in advance in a vertical frame of a legal frame and a hole drilling machine is supported by the auxiliary anchor (for example, And Patent Document 2) have been proposed.

特開2007−162362号公報JP 2007-162362 A 特開平11−117308号公報JP-A-11-117308

特許文献1のように、法枠の縦枠或いは横枠をクランプで保持したり、特許文献2のように、法枠の縦枠に予め形成した補助アンカーに削孔機を連結したりする場合には、法面の外縁部などにおいて、法枠をクランプできない場合や、補助アンカーを設けることができない場合があった。また、補助アンカーを設ける場合には、削孔作業の完了後に、該補助アンカーが法枠から突出した状態に残るので、これを除去する必要があり、その作業が煩雑であった。   When the vertical frame or horizontal frame of the frame is held by a clamp as in Patent Document 1, or when a drilling machine is connected to an auxiliary anchor formed in advance in the vertical frame of the frame as in Patent Document 2. In some cases, the frame cannot be clamped at the outer edge of the slope, or the auxiliary anchor cannot be provided. Further, when the auxiliary anchor is provided, after the drilling operation is completed, the auxiliary anchor remains in a state of protruding from the frame, so that it is necessary to remove it, and the operation is complicated.

また、法枠に足場を組んで、削孔機を支持する場合には、削孔機を順次移動させる必要があることから、基本的には法枠の略全体に縦横に単管パイプを連結して足場板の支持枠を施工する必要があり、局部的に支持枠を施工することが困難なので、足場の施工作業及び解体作業が大変煩雑になるという問題がある。また、特許文献2記載のような補助アンカーを固定点として、法枠に対して局部的に足場板の支持枠を設けて、削孔機を設置することも可能であるが、前述と同様に、法枠の外縁部などにおいて補助アンカーを設けることができない場合があるとともに、削孔作業の完了後に、補助アンカーを除去する必要があり、その作業が煩雑になるという問題がある。   In addition, when supporting a drilling machine with a scaffold in the frame, it is necessary to move the drilling machine sequentially, so basically a single pipe is connected vertically and horizontally to the entire frame. Thus, it is necessary to construct a support frame for the scaffold plate, and it is difficult to construct the support frame locally, so that there is a problem that the construction work and the dismantling work of the scaffold become very complicated. In addition, it is possible to install a drilling machine by providing a support frame for the scaffolding plate locally with respect to the normal frame with the auxiliary anchor as described in Patent Document 2 as a fixed point. In some cases, auxiliary anchors may not be provided at the outer edge of the frame, etc., and it is necessary to remove the auxiliary anchors after completion of the drilling operation, which makes the operation complicated.

本発明の目的は、法面、地山、法面に施工した法面構造物、反力受け部材を含む法面又は地山などの作業面に対して容易に且つ所望の位置に仮設でき、しかも作業面からの撤去が容易な仮設作業設備及びそれに用いる固定具並びに仮設作業設備を用いた削孔方法を提供することである。   The purpose of the present invention can be easily and temporarily set at a desired position with respect to a work surface such as a slope, a ground, a slope structure constructed on the slope, a slope or a ground including a reaction force receiving member, Moreover, it is to provide a temporary work facility that can be easily removed from the work surface, a fixture used therefor, and a drilling method using the temporary work facility.

本発明は、以下の発明を包含する。
(1) 作業面に配置される作業設備本体と、前記作業設備本体を作業面に固定する固定具とを備えた仮設作業設備であって、前記固定具は、前記作業面に埋設固定される下部固定部と、該下部固定部に着脱自在に接続されて作業面から外部へ突出する上部固定部とを備えたことを特徴とする仮設作業設備。
The present invention includes the following inventions.
(1) Temporary work equipment including a work equipment main body arranged on a work surface and a fixing tool for fixing the work equipment main body to the work surface, the fixing tool being embedded and fixed to the work surface. A temporary work facility comprising: a lower fixing portion; and an upper fixing portion that is detachably connected to the lower fixing portion and protrudes outward from the work surface.

この仮設作業設備では、足場や削孔機などの作業設備本体を設置する領域及び/又はその付近の作業面に下部固定部を予め或いは必要に応じて埋設固定し、下部固定部に対して上部固定部を接続して、作業面から外部へ突出する上部固定部を固定点として、足場や削孔機などの作業設備本体を設置できる。このため、作業面の所望の位置に下部固定部を埋設固定することで、足場や削孔機などの作業設備本体を所望の位置に確実に設置することができる。また、作業設備を撤去する際には、作業設備本体を撤去するとともに、着脱自在に接続された上部固定部を下部固定部から取り外して、固定具を作業面から容易に撤去することができる。なお、下部固定部は、作業面に埋設状に残した状態になるが、作業面外へ大きく突出することはないので、作業面の外観低下や安全性低下を防止できる。   In this temporary work facility, a lower fixing portion is embedded or fixed in advance in the area where the work equipment main body such as a scaffold or a drilling machine is installed and / or the work surface in the vicinity thereof, if necessary. By connecting the fixing part and using the upper fixing part protruding from the work surface to the outside as a fixing point, it is possible to install a work equipment body such as a scaffold or a drilling machine. For this reason, by embedding and fixing the lower fixing portion at a desired position on the work surface, the work equipment main body such as a scaffold or a drilling machine can be reliably installed at the desired position. Moreover, when removing work equipment, while removing the work equipment main body, the upper fixing part connected detachably can be removed from a lower fixing part, and a fixture can be easily removed from a work surface. Although the lower fixing portion is left in an embedded state on the work surface, it does not protrude greatly outside the work surface, so that it is possible to prevent a decrease in the appearance and safety of the work surface.

(2) 前記作業設備本体が削孔機であり、前記固定具に削孔工具が挿通する挿通孔が形成され、前記削孔機による削孔時の反力を、前記固定具を介して作業面で受け止め可能となした(1)記載の仮設作業設備。この発明には、削孔位置に設けた固定具を利用して、削孔機に作用する削孔時の反力を受け止めることができるので、特許文献1、2記載の発明とは異なり、法面の外縁部などにおいても確実に削孔機の反力を受け止めることが可能となる。また、下部固定部を、法枠にロックボルトを施工するための箱抜きパイプとして兼用でき、しかも上部固定部は繰り返して利用することができるので、固定具を設けることによる部品点数の増加や施工コストの上昇も抑制できる。しかも、削孔位置に設けた固定具を介して反力を受け止めるので、削孔機と固定具とを連結する連結手段のレバー長を短くして、削孔機や固定具に対して大きな曲げモーメントが作用することを防止でき、削孔機や固定具の破損を防止できる。更に、削孔機を固定具に対して連結することで、削孔工具を固定具の挿通孔に同心状に容易に位置合わせすることができるので、削孔機の位置決め作業が容易になる。 (2) The work equipment main body is a hole drilling machine, an insertion hole through which a drilling tool is inserted is formed in the fixture, and the reaction force during drilling by the hole drilling machine is operated via the fixture. The temporary work facility described in (1), which can be received on the surface. Unlike the inventions described in Patent Documents 1 and 2, since the invention can receive a reaction force during drilling that acts on the drilling machine by using a fixture provided at the drilling position. It is possible to reliably receive the reaction force of the drilling machine even at the outer edge of the surface. In addition, the lower fixing part can also be used as a box-pipe for constructing a lock bolt on the frame, and the upper fixing part can be used repeatedly. Cost rise can also be suppressed. In addition, since the reaction force is received through the fixing tool provided at the drilling position, the lever length of the connecting means for connecting the drilling machine and the fixing tool is shortened, and the bending tool or fixture is bent greatly. The moment can be prevented from acting, and the drilling machine and the fixture can be prevented from being damaged. Furthermore, by connecting the drilling machine to the fixture, the drilling tool can be easily aligned concentrically with the insertion hole of the fixture, so that the positioning operation of the drilling machine is facilitated.

(3) 前記下部固定部の側面に、外方へ突出して、前記作業面に係合する係合突部を形成した(1)又は(2)記載の仮設作業設備。この発明では、作業面に対する下部固定部の取付強度を容易に向上できる。 (3) The temporary work facility according to (1) or (2), wherein an engagement protrusion that protrudes outward and engages with the work surface is formed on a side surface of the lower fixing portion. In this invention, the attachment strength of the lower fixing portion with respect to the work surface can be easily improved.

(4) 前記下部固定部と上部固定部との一方に雌ネジを形成し、他方に雌ネジに着脱自在に螺合する雄ネジを形成した(1)〜(3)のいずれかに記載の仮設作業設備。この発明では、下部固定部と上部固定部とを着脱自在に連結可能に構成しつつ、両者を極力薄肉に構成できる。つまり、前述のように下部固定部を箱抜きパイプとして兼用する場合には、下部固定部の外側には法枠の鉄筋が配置され、また下部固定部の内側には、削孔工具が挿通されるので、下部固定部は極力薄肉に構成することが好ましいが、本発明では、雌ネジと雄ネジにより上下の固定部を連結するので、簡単な構成でありながら、下部固定部に対して上部固定部を着脱自在に連結可能に構成しつつ、下部固定部を薄肉に構成して、下部固定部を無理なく法枠に対して施工することができるので好ましい。 (4) The female screw according to any one of (1) to (3), wherein a female screw is formed on one of the lower fixing part and the upper fixing part, and a male screw that is detachably engaged with the female screw is formed on the other. Temporary work equipment. According to the present invention, the lower fixing portion and the upper fixing portion can be detachably connected, and both can be configured as thin as possible. In other words, when the lower fixing part is also used as a box-pipe as described above, the reinforcing bars of the frame are arranged outside the lower fixing part, and a drilling tool is inserted inside the lower fixing part. Therefore, it is preferable to configure the lower fixing portion as thin as possible. However, in the present invention, the upper and lower fixing portions are connected by the female screw and the male screw. It is preferable because the lower fixing portion can be configured thinly and can be easily applied to the frame while the fixing portion is configured to be detachably connectable.

(5) 前記上部固定部を前記下部固定部に内嵌可能に構成し、前記下部固定部に内方へ突出する係合突部を形成するとともに、前記上部固定部にその先端から基端側へ軸方向に延びる案内部と、該案内部の奥端部から周方向に延びる係止部とを有する、前記係合突部に係脱可能な係止孔を形成した(1)〜(3)のいずれかに記載の仮設作業設備。この発明では、係合突部を案内部に挿入して、係合突部を係止部に係合させることで、容易に且つ確実に、上部固定部と下部固定部とを連結することが可能となる。また、上部固定部及び下部固定部の機械的強度を十分に確保しつつ、上部固定部及び下部固定部を薄肉に構成して、下部固定部を無理なく法枠に対して施工することができる。 (5) The upper fixing portion is configured to be fitted into the lower fixing portion, and an engaging protrusion that protrudes inwardly is formed on the lower fixing portion. (1) to (3) having a guide portion extending in the axial direction and a locking hole having a locking portion extending in the circumferential direction from the back end portion of the guiding portion and detachable in the engaging protrusion. ) Temporary work equipment as described in any of the above. In this invention, the upper fixing portion and the lower fixing portion can be easily and reliably connected by inserting the engaging protrusion into the guide portion and engaging the engaging protrusion with the locking portion. It becomes possible. In addition, the upper fixing part and the lower fixing part can be constructed thinly and the lower fixing part can be applied to the frame without difficulty while sufficiently securing the mechanical strength of the upper fixing part and the lower fixing part. .

(6) 前記上部固定部に、前記係合突部との当接により、前記案内部を係合突部側へ周方向に案内する傾斜案内面を形成した(5)記載の仮設作業設備。この発明では、上部固定部を下部固定部に連結するときに、傾斜案内面により係合突部を案内部側へ案内して、係合突部と案内部とを周方向に位置合わせできるので、上部固定部と下部固定部とを容易に連結できる。 (6) The temporary work facility according to (5), wherein an inclined guide surface that guides the guide portion in the circumferential direction toward the engagement protrusion is formed on the upper fixing portion by contact with the engagement protrusion. In this invention, when the upper fixing portion is connected to the lower fixing portion, the engaging protrusion is guided to the guide portion side by the inclined guide surface, and the engaging protrusion and the guide portion can be aligned in the circumferential direction. The upper fixing part and the lower fixing part can be easily connected.

(7) 前記下部固定部の上端面が、前記作業面と略面一に配置されるように、前記下部固定部が作業面に埋設固定される(1)〜(6)のいずれかに記載の仮設作業設備。下部固定部は、外観低下を防止するとともに、下部固定部を通じてロックボルト等を施工する場合には、下部固定部を作業面と面一にするための後加工が必要となるので、本発明のように予め作業面と略面一になるように、下部固定部を埋設固定することが好ましい。 (7) In any one of (1) to (6), the lower fixing portion is embedded and fixed to the work surface so that the upper end surface of the lower fixing portion is substantially flush with the work surface. Temporary work equipment. The lower fixing part prevents deterioration of the appearance, and when a lock bolt or the like is constructed through the lower fixing part, post-processing is required to make the lower fixing part flush with the work surface. Thus, it is preferable to embed and fix the lower fixing portion in advance so as to be substantially flush with the work surface.

(8) 前記作業面が、法面、地山、法面に施工した法面構造物、反力受け部材を含む法面又は地山のいずれかで構成されてなる(1)〜(7)のいずれかに記載の仮設作業設備。本発明の仮設作業設備は、法面や地山における斜面や略水平な平坦面、法面又は地山に設置される反力受け部材を含む作業面などに適用できる。 (8) The work surface is configured by any one of a slope, a natural ground, a slope structure constructed on the slope, a slope including a reaction force receiving member, or a natural ground (1) to (7). Temporary work equipment as described in any of the above. The temporary work facility of the present invention can be applied to slopes on slopes and natural grounds, substantially horizontal flat surfaces, work surfaces including reaction force receiving members installed on slopes or natural grounds, and the like.

次に説明する固定具は、前記仮設作業設備で用いるものであり、前記仮設作業設備と同様の作用効果が得られる。   The fixture described below is used in the temporary work facility, and the same effects as the temporary work facility can be obtained.

(9) 作業面に対して作業設備本体を仮設固定するための固定具であって、前記作業面に埋設固定される下部固定部と、該下部固定部に着脱自在に接続されて作業面から外部へ突出する上部固定部とを備えた、ことを特徴とする固定具。 (9) A fixing tool for temporarily fixing the work equipment body to the work surface, the lower fixing portion embedded and fixed to the work surface, and the lower fixing portion detachably connected to the work surface from the work surface. A fixing device comprising an upper fixing portion protruding outward.

(10) 前記作業設備本体が削孔機であり、前記固定具に削孔工具が挿通する挿通孔が形成され、前記削孔機による削孔時の反力を、前記固定具を介して作業面で受け止め可能となした(9)記載の固定具。 (10) The work equipment main body is a drilling machine, an insertion hole through which a drilling tool is inserted is formed in the fixture, and a reaction force when drilling by the drilling machine is operated via the fixture. The fixture according to (9), which can be received by a surface.

(11) 前記下部固定部の側面に、外方へ突出して、前記作業面に係合する係合突部を形成した(9)又は(10)記載の固定具。 (11) The fixture according to (9) or (10), wherein an engaging protrusion that protrudes outward and engages with the work surface is formed on a side surface of the lower fixing portion.

(12) 前記下部固定部と上部固定部との一方に雌ネジを形成し、他方に雌ネジに着脱自在に螺合する雄ネジを形成した(9)〜(11)のいずれかに記載の固定具。 (12) The female screw according to any one of (9) to (11), wherein a female screw is formed on one of the lower fixing portion and the upper fixing portion, and a male screw that is detachably engaged with the female screw is formed on the other. Fixture.

(13) 前記上部固定部を前記下部固定部に内嵌可能に構成し、前記下部固定部に内方へ突出する係合突部を形成するとともに、前記上部固定部にその先端から基端側へ軸方向に延びる案内部と、該案内部の奥端部から周方向に延びる係止部とを有する、前記係合突部に係脱可能な係止孔を形成した(9)〜(11)のいずれかに記載の固定具。 (13) The upper fixing portion is configured to be fitted in the lower fixing portion, and an engaging protrusion protruding inward is formed in the lower fixing portion, and the upper fixing portion is proximal to the distal end side. (9)-(11) which has a guide portion extending in the axial direction and a locking portion extending in the circumferential direction from the back end portion of the guide portion and which can be engaged and disengaged in the engaging protrusion. ).

(14) 前記上部固定部に、前記係合突部との当接により、前記案内部を係合突部側へ周方向に案内する傾斜案内面を形成した(13)記載の固定具。 (14) The fixture according to (13), wherein an inclined guide surface that guides the guide portion in the circumferential direction toward the engagement protrusion is formed on the upper fixing portion by contact with the engagement protrusion.

(15) 前記下部固定部の上端面が、前記作業面と略面一に配置されるように、前記下部固定部が作業面に埋設固定される(9)〜(14)のいずれかに記載の固定具。 (15) In any one of (9) to (14), the lower fixing portion is embedded and fixed to the work surface so that the upper end surface of the lower fixing portion is substantially flush with the work surface. Fixing tool.

(16) 前記作業面が、法面、地山、法面に施工した法面構造物、反力受け部材を含む法面又は地山のいずれかで構成されてなる(9)〜(15)のいずれかに記載の固定具。 (16) The work surface is composed of any one of a slope, a natural ground, a slope structure constructed on the slope, a slope including a reaction force receiving member, or a natural ground (9) to (15). The fixing tool in any one of.

(17) 下部固定部を作業面に埋設固定するとともに、前記下部固定部に上部固定部を着脱自在に接続し、次に前記上部固定部に削孔機を連結して、前記削孔機に作用する削孔時の反力を、上下の固定部からなる固定具を介して作業面で受け止めながら、前記上下の固定部内の挿通孔を通じて作業面を削孔することを特徴とする削孔方法。なお、下部固定部は、上部固定部に接続した状態で、作業面に埋設固定してもよいし、上部固定部を取り外した状態で、作業面に埋設固定してもよい。 (17) The lower fixing portion is embedded and fixed on the work surface, the upper fixing portion is detachably connected to the lower fixing portion, and then a drilling machine is coupled to the upper fixing portion, A drilling method characterized in that a working surface is drilled through an insertion hole in the upper and lower fixing portions while receiving a reaction force at the time of drilling acting on the working surface via a fixture composed of upper and lower fixing portions. . The lower fixing portion may be embedded and fixed on the work surface while being connected to the upper fixing portion, or may be embedded and fixed on the work surface with the upper fixing portion removed.

前記(17)に記載の第2の削孔方法では、作業面の所望位置に固定具を施工し、該固定具を利用して、削孔機に作用する削孔時の反力を受け止めることができるので、特許文献1、2記載の発明とは異なり、法面の外縁部などにおいても、確実に削孔機の反力を受け止めることが可能となる。また、下部固定部を箱抜きパイプとして兼用でき、しかも上部固定部は繰り返して利用することができるので、固定具を設けることによる部品点数の増加や施工コストの上昇も抑制できる。更に、削孔工具が挿通する挿通孔を形成した固定具を介して反力を受け止めるので、削孔機と固定具とを連結する連結手段のレバー長を短くして、削孔機や固定具に対して大きな曲げモーメントが作用することを防止でき、削孔機や固定具の破損を防止できる。更に、削孔機を固定具に対して連結することで、削孔工具を固定具の挿通孔に同心状に容易に位置合わせすることができるので、削孔機の位置決め作業が容易になる。   In the second drilling method described in the above (17), a fixture is constructed at a desired position on the work surface, and the reaction force during drilling acting on the drilling machine is received using the fixture. Therefore, unlike the inventions described in Patent Documents 1 and 2, it is possible to reliably receive the reaction force of the drilling machine even at the outer edge of the slope. Moreover, since the lower fixing part can be used also as a box-pipe, and the upper fixing part can be used repeatedly, an increase in the number of parts and an increase in construction cost due to the provision of fixing tools can be suppressed. Further, since the reaction force is received through the fixture having the insertion hole through which the drilling tool is inserted, the lever length of the connecting means for connecting the drilling machine and the fixture is shortened, so that the drilling machine and fixture Therefore, it is possible to prevent a large bending moment from acting on the drilling machine, and it is possible to prevent the drilling machine and the fixture from being damaged. Furthermore, by connecting the drilling machine to the fixture, the drilling tool can be easily aligned concentrically with the insertion hole of the fixture, so that the positioning operation of the drilling machine is facilitated.

(18) 作業面としての法面構造物を構成するコンクリート等の施工前に、上面開口を閉蓋した下部固定部を法面構造物の削孔位置に設置し、その後コンクリート等を用いて法面構造物を施工するとともに、前記下部固定部を法面構造物に埋設固定し、次にコンクリート等の硬化後、前記下部固定部を開蓋して、前記下部固定部に上部固定部を着脱自在に接続してから、前記上部固定部に削孔機を連結し、削孔機に作用する削孔時の反力を、前記上下の固定部からなる固定具を介して法面構造物で受け止めながら、前記上下の固定部内の挿通孔を通じて法面を削孔することを特徴とする削孔方法。 (18) Prior to the construction of the concrete constituting the slope structure as the work surface, the lower fixing part with the upper surface opening closed is installed at the drilling position of the slope structure, and then the concrete is used. While constructing the surface structure, the lower fixing part is buried and fixed in the slope structure, and after the concrete is hardened, the lower fixing part is opened and the upper fixing part is attached to and detached from the lower fixing part. After freely connecting, a drilling machine is connected to the upper fixed part, and the reaction force during drilling acting on the drilling machine is reduced by the slope structure through the fixture consisting of the upper and lower fixed parts. A drilling method, wherein the slope is drilled through the insertion holes in the upper and lower fixed portions while receiving.

前記(18)に記載の第2の削孔方法では、前記(17)の削孔方法と同様の作用効果が得られる。加えて、下部固定部は、法面構造物とは別個に施工することも可能であるが、法面構造物とともに施工するので、下部固定部を容易に施工できるとともに、下部固定部と法面構造物との結合強度を十分に確保できる。   In the second drilling method described in (18), the same function and effect as in the (17) drilling method can be obtained. In addition, the lower fixing part can be constructed separately from the slope structure, but since it is constructed together with the slope structure, the lower fixing part can be easily constructed, and the lower fixing part and the slope are constructed. Sufficient bonding strength with the structure can be secured.

(19) 下部固定部を埋設固定してなる反力受け部材を法面又は地山に設置して、法面又は地山とそれに設置した反力受け部材とで作業面を形成し、次に前記下部固定部に上部固定部を着脱自在に接続し、次に前記上部固定部に削孔機を連結して、前記削孔機に作用する削孔時の反力を、上下の固定部からなる固定具を介して反力受け部材で受け止めながら、前記上下の固定部内の挿通孔を通じて地山を削孔することを特徴とする削孔方法。 (19) A reaction force receiving member formed by embedding and fixing the lower fixing portion is installed on a slope or ground, and a work surface is formed by the slope or ground and the reaction force receiving member installed on the slope. An upper fixing part is detachably connected to the lower fixing part, and then a drilling machine is connected to the upper fixing part, and reaction force during drilling acting on the drilling machine is determined from the upper and lower fixing parts. A drilling method comprising drilling a natural ground through an insertion hole in the upper and lower fixing parts while receiving the reaction force through a fixing tool.

前記(19)に記載の第3の削孔方法では、法枠を形成していない地山においても、地山の安定化のために用いる反力受け部材を有効活用して、確実に削孔機の反力を受け止めながら、削孔することが可能となる。また、削孔工具が挿通する挿通孔を形成した固定具を介して反力を受け止めるので、削孔機と固定具とを連結する連結手段のレバー長を短くして、削孔機や固定具に対して大きな曲げモーメントが作用することを防止でき、削孔機や固定具の破損を防止できる。更に、削孔機を固定具に対して連結することで、削孔工具を固定具の挿通孔に同心状に容易に位置合わせすることができるので、削孔機の位置決め作業が容易になる。   In the third drilling method according to the above (19), even in a natural ground where no legal frame is formed, the reaction force receiving member used for stabilizing the natural ground is effectively used to reliably perform the drilling. It becomes possible to drill holes while receiving the reaction force of the machine. In addition, since the reaction force is received through a fixture having an insertion hole through which the drilling tool is inserted, the lever length of the connecting means for connecting the drilling machine and the fixture is shortened, so that the drilling machine and fixture Therefore, it is possible to prevent a large bending moment from acting on the drilling machine, and it is possible to prevent the drilling machine and the fixture from being damaged. Furthermore, by connecting the drilling machine to the fixture, the drilling tool can be easily aligned concentrically with the insertion hole of the fixture, so that the positioning operation of the drilling machine is facilitated.

(20) 前記下部固定部の上端面が、前記作業面と略面一に配置されるように、前記下部固定部を作業面に埋設固定する(17)〜(19)のいずれかに記載の削孔方法。この発明では、下部固定部の上端部が作業面上に突出しないので。下部固定部が作業の邪魔になることを防止できる。 (20) The lower fixing portion is embedded and fixed to the work surface so that an upper end surface of the lower fixing portion is substantially flush with the work surface. Drilling method. In this invention, the upper end portion of the lower fixing portion does not protrude on the work surface. It is possible to prevent the lower fixing portion from interfering with work.

(21) 前記削孔機を位置切換え可能にクレーンに吊り下げて、該クレーンによる吊り下げ状態で、前記削孔機により削孔作業を行う(17)〜(20)のいずれかに記載の削孔方法。削孔機をクレーンに吊り下げて削孔する場合には、削孔時における反力を受け止めることができなかったが、本発明では上下の固定部により反力を受け止めて効率的に削孔作業を行うことが可能となる。 (21) The drilling machine according to any one of (17) to (20), wherein the drilling machine is suspended from a crane so that the position of the drilling machine can be switched, and drilling is performed by the drilling machine in a suspended state by the crane. Hole method. When drilling by suspending the hole drilling machine from the crane, the reaction force during drilling could not be received, but in the present invention, the reaction force is received by the upper and lower fixing parts to efficiently drill the hole. Can be performed.

本発明に係る仮設作業設備及びそれに用いる固定具によれば、作業面の所望の位置に下部固定部を埋設固定することで、足場や削孔機などの作業設備本体を所望の位置に確実に設置することができる。また、作業設備を撤去する際には、作業設備本体を撤去するとともに、着脱自在に接続された上部固定部を下部固定部から取り外して、固定具を作業面から容易に撤去することができる。   According to the temporary work facility and the fixture used therefor according to the present invention, the work fixture body such as a scaffold or a drilling machine can be securely placed at a desired position by embedding and fixing the lower fixing portion at a desired position on the work surface. Can be installed. Moreover, when removing work equipment, while removing the work equipment main body, the upper fixing part connected detachably can be removed from a lower fixing part, and a fixture can be easily removed from a work surface.

前記第1及び第2の削孔方法によれば、法面の中央部は云うまでもなく、法面の外縁部などにおいても、確実に削孔機の反力を受け止めながら、削孔することが可能となる。また、下部固定部を箱抜きパイプとして兼用でき、しかも上部固定部は繰り返して利用することができるので、固定具を設けることによる部品点数の増加や施工コストの上昇も抑制できる。更に、削孔工具が挿通する挿通孔を形成した固定具を介して反力を受け止めるので、削孔機と固定具とを連結する連結手段のレバー長を短くして、削孔機や固定具に対して大きな曲げモーメントが作用することを防止でき、削孔機や固定具の破損を防止できる。更に、削孔機を固定具に対して連結することで、削孔工具を固定具の挿通孔に同心状に容易に位置合わせすることができるので、削孔機の位置決め作業が容易になる。   According to the first and second drilling methods, drilling is carried out while reliably receiving the reaction force of the drilling machine, not only at the center of the slope but also at the outer edge of the slope. Is possible. Moreover, since the lower fixing part can be used also as a box-pipe, and the upper fixing part can be used repeatedly, an increase in the number of parts and an increase in construction cost due to the provision of fixing tools can be suppressed. Further, since the reaction force is received through the fixture having the insertion hole through which the drilling tool is inserted, the lever length of the connecting means for connecting the drilling machine and the fixture is shortened, so that the drilling machine and fixture Therefore, it is possible to prevent a large bending moment from acting on the drilling machine, and it is possible to prevent the drilling machine and the fixture from being damaged. Furthermore, by connecting the drilling machine to the fixture, the drilling tool can be easily aligned concentrically with the insertion hole of the fixture, so that the positioning operation of the drilling machine is facilitated.

前記第3の削孔方法によれば、法枠を形成していない地山においても、地山の安定化のために用いる反力受け部材を有効活用して、確実に削孔機の反力を受け止めながら、削孔することが可能となる。また、削孔工具が挿通する挿通孔を形成した固定具を介して反力を受け止めるので、削孔機と固定具とを連結する連結手段のレバー長を短くして、削孔機や固定具に対して大きな曲げモーメントが作用することを防止でき、削孔機や固定具の破損を防止できる。更に、削孔機を固定具に対して連結することで、削孔工具を固定具の挿通孔に同心状に容易に位置合わせすることができるので、削孔機の位置決め作業が容易になる。   According to the third drilling method, the reaction force of the drilling machine can be reliably utilized by effectively utilizing the reaction force receiving member used for stabilizing the ground even in the ground where no frame is formed. It becomes possible to drill a hole while receiving it. In addition, since the reaction force is received through a fixture having an insertion hole through which the drilling tool is inserted, the lever length of the connecting means for connecting the drilling machine and the fixture is shortened, so that the drilling machine and fixture Therefore, it is possible to prevent a large bending moment from acting on the drilling machine, and it is possible to prevent the drilling machine and the fixture from being damaged. Furthermore, by connecting the drilling machine to the fixture, the drilling tool can be easily aligned concentrically with the insertion hole of the fixture, so that the positioning operation of the drilling machine is facilitated.

仮設作業設備の側面図Side view of temporary work equipment 図1における固定具付近の断面図Sectional view around the fixture in FIG. シリンダ駆動時における図2のIII-III線断面図Sectional view taken along line III-III in Fig. 2 when the cylinder is driven シリンダ非駆動時における図3相当図3 equivalent diagram when the cylinder is not driven 図1のV-V線断面図V-V cross-sectional view of Fig. 1 コンクリートの吹付け前における法枠の下部固定部付近の縦断面図Longitudinal section around the lower fixed part of the frame before spraying concrete コンクリートの吹付け後における法枠の固定具付近の縦断面図Longitudinal cross section near the frame fixture after spraying concrete 他の構成の連結手段の図2に相当図FIG. 2 is a view corresponding to FIG. 図8のIX-IX線断面図IX-IX sectional view of FIG. 図8のX-X線断面図XX sectional view of FIG. 他の構成の固定具の分解断面図Exploded sectional view of a fixture with other configuration 同固定具を連結するための他の構成の連結手段の側面図Side view of another connecting means for connecting the fixture 同固定具の上部固定部を取付ける直前における法枠の下部固定部付近の縦断面図Longitudinal section around the lower fixing part of the frame just before mounting the upper fixing part of the fixture 同固定具の上部固定部を取付けた状態における法枠の固定具付近の縦断面図Longitudinal section around the fixture of the frame with the upper fixture of the fixture attached 同固定具とガイドセルとの連結方法の説明図Explanatory drawing of the connection method of the fixture and guide cell 同固定具に単管を固定したときにおける法枠の固定具付近の縦断面図Longitudinal section around the fixture of the frame when a single pipe is fixed to the fixture 同固定具に単管を固定したときにおける法枠の固定具付近の横断面図Cross-sectional view of the frame around the fixture when a single pipe is fixed to the fixture 他の構成の固定具の説明図Explanatory drawing of fixtures of other configurations 他の構成の固定具の説明図Explanatory drawing of fixtures of other configurations 他の構成のロックボルト施工設備の固定具の分解斜視図Exploded perspective view of a fixture for rock bolt construction equipment in other configurations 同固定具を用いたロックボルト施工設備の固定具及び連結手段付近の縦断面図Longitudinal sectional view of the fixture and the connection means of the rock bolt construction equipment using the fixture 図21のXXII-XXII線断面図XXII-XXII sectional view of Fig. 21 図21のXXIII-XXIII線断面図XXIII-XXIII line cross section of Fig. 21 (A)(B)は、同ロックボルト施工設備の連結手段の使用方法の説明図(A) (B) is explanatory drawing of the usage method of the connection means of the same rock bolt construction equipment. (A)は、同ロックボルト施工設備の連結手段の使用方法の説明図、(B)は同ロックボルト施工設備の削孔方法の説明図(A) is explanatory drawing of the usage method of the connection means of the rock bolt construction equipment, (B) is explanatory drawing of the hole drilling method of the rock bolt construction equipment 地山に設置した反力受け部材の正面図Front view of reaction force receiving member installed in natural ground 図26のXXVII-XXVII線断面図XXVII-XXVII sectional view of FIG.

以下、本発明の実施の形態について図面を参照しながら説明する。
本実施の形態は、法枠にロックボルトを施工するための仮設作業設備に、本発明を適用した場合のものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
In the present embodiment, the present invention is applied to a temporary work facility for constructing a lock bolt on a frame.

図1に示すように、仮設作業設備としてのロックボルト施工設備1は、クレーン2のワイヤ3に支持された削孔機としてのロックボルト施工機械10と、作業面としての法枠4に設けた固定具25と、ロックボルト施工機械10の先端部に取付けられて、ロックボルト施工機械10の先端部を固定具25に連結する連結手段30とを備えている。法枠4は、法面5上に施工した縦枠4aと横枠4bとからなる格子状の周知の法面構造物であり、固定具25は、縦枠4aと横枠4bの交差部分に、法枠4とともに施工され、ロックボルト施工機械10では、この法枠4の交差部分に掘削孔7を形成して、ロックボルトを施工するものである。   As shown in FIG. 1, a rock bolt construction facility 1 as a temporary work facility is provided in a lock bolt construction machine 10 as a drilling machine supported by a wire 3 of a crane 2 and a frame 4 as a work surface. A fixture 25 and a connecting means 30 that is attached to the distal end portion of the rock bolt construction machine 10 and couples the distal end portion of the lock bolt construction machine 10 to the fixture 25 are provided. The slope frame 4 is a well-known grid-like slope structure composed of a vertical frame 4a and a horizontal frame 4b constructed on the slope 5, and the fixture 25 is placed at the intersection of the vertical frame 4a and the horizontal frame 4b. The rock bolt construction machine 10 is constructed together with the method frame 4, and the rock bolt is constructed by forming the excavation hole 7 at the intersection of the method frame 4.

ロックボルト施工機械10は、ドリルヘッド11と、ドリルヘッド11を進退自在に支持するガイドセル12とを備えた周知の構成のものである。   The rock bolt construction machine 10 has a known configuration including a drill head 11 and a guide cell 12 that supports the drill head 11 so as to be able to advance and retract.

ガイドセル12について説明すると、図1に示すように、クレーン2のワイヤ3にて吊り下げられる細長いガイドセル本体13が設けられ、ガイドセル本体13上にはキャリア14がガイドセル本体13に沿って移動自在に設けられている。ガイドセル本体13の後端部にはキャリア14をガイドセル本体13に沿って駆動する駆動手段15が設けられ、ドリルヘッド11は、キャリア14上に取付けられて、キャリア14とともにガイドセル本体13に沿って、図1に仮想線で図示の前進位置と、実線で図示の後退位置とにわたって移動自在に支持されている。   The guide cell 12 will be described. As shown in FIG. 1, an elongate guide cell main body 13 that is suspended by the wire 3 of the crane 2 is provided, and a carrier 14 extends along the guide cell main body 13 on the guide cell main body 13. It is provided movably. Driving means 15 for driving the carrier 14 along the guide cell main body 13 is provided at the rear end portion of the guide cell main body 13, and the drill head 11 is mounted on the carrier 14 and attached to the guide cell main body 13 together with the carrier 14. 1 is supported so as to be movable over a forward position shown by a virtual line and a backward position shown by a solid line in FIG.

ガイドセル本体13の途中部にはガイドセル本体13に対して接近位置と離間位置とに移動可能なインナーロッド19のポジショナ16が設けられ、単管掘削時にはポジショナ16を離間位置に移動し、二重管掘削時には接近位置に移動できるように構成されている。ただし、単管掘削のみを行う場合には、ポジショナ16を省略することも可能である。   A positioner 16 of an inner rod 19 that can move between an approach position and a separation position with respect to the guide cell body 13 is provided in the middle of the guide cell body 13, and when excavating a single pipe, the positioner 16 is moved to the separation position. It is configured to be able to move to the approaching position during heavy pipe excavation. However, if only single pipe excavation is performed, the positioner 16 can be omitted.

ガイドセル本体13の先端部には、ロッドクランプ17とロッドブレーカ18とが前後に設けられ、ロッドクランプ17によりアウターロッド20を挟圧して、ロッドブレーカ18により、アウターロッド20をドリルヘッド11から分離できるように構成されている。   A rod clamp 17 and a rod breaker 18 are provided at the front and rear ends of the guide cell body 13. The outer rod 20 is clamped by the rod clamp 17, and the outer rod 20 is separated from the drill head 11 by the rod breaker 18. It is configured to be able to.

ドリルヘッド11は、先端部に削岩ビット19a、20aを取り付けたインナーロッド19及びアウターロッド20を、回転・打撃および往復運動させて、法面5に掘削孔7を削孔する周知の構成のものである。   The drill head 11 has a well-known configuration in which the inner rod 19 and the outer rod 20 having rock drill bits 19a and 20a attached to the distal end portion are rotated, hammered and reciprocated to drill the drill hole 7 on the slope 5. Is.

図1〜図5に示すように、固定具25は、作業面としての法枠4に埋設固定される下部固定部27と、下部固定部27に着脱自在に連結されて、法枠4から上方へ突出する上部固定部26とを備えている。   As shown in FIGS. 1 to 5, the fixing tool 25 is detachably connected to the lower fixing portion 27 embedded in and fixed to the frame 4 as a work surface, and is detachably connected to the lower frame 27. And an upper fixing portion 26 projecting toward the top.

上部固定部26と下部固定部27とは、合成樹脂材料や金属材料などの任意の材料で構成することができる。上部固定部26と下部固定部27とは同一材料で構成することも可能であるが、異種材料で構成することもできる。また、下部固定部27は法枠4に埋め込み施工され、上部固定部26は下部固定部27から取り外して繰り返して利用するので、下部固定部27を合成樹脂材料で構成し、上部固定部26を合成樹脂材料又は金属材料で構成することも好ましい。   The upper fixing part 26 and the lower fixing part 27 can be made of any material such as a synthetic resin material or a metal material. The upper fixing part 26 and the lower fixing part 27 can be made of the same material, but can also be made of different materials. Further, the lower fixing part 27 is embedded in the frame 4 and the upper fixing part 26 is removed from the lower fixing part 27 and repeatedly used. Therefore, the lower fixing part 27 is made of a synthetic resin material, and the upper fixing part 26 is It is also preferable to comprise a synthetic resin material or a metal material.

上部固定部26及び下部固定部27は略円筒状に構成され、両固定部26、27内にはアウターロッド20が挿通可能な挿通孔26a、27aが形成され、上下の固定部を着脱自在に連結するため、上部固定部26の下端部には雄ネジ26bが形成され、下部固定部27の上端部内には雌ネジ27bが形成されている。   The upper fixing portion 26 and the lower fixing portion 27 are formed in a substantially cylindrical shape, and insertion holes 26a and 27a through which the outer rod 20 can be inserted are formed in both the fixing portions 26 and 27, so that the upper and lower fixing portions can be freely attached and detached. For connection, a male screw 26 b is formed at the lower end portion of the upper fixing portion 26, and a female screw 27 b is formed within the upper end portion of the lower fixing portion 27.

ただし、両固定部26、27は、着脱自在に連結し得る構成であれば、必ずしも略円筒状に構成する必要はなく、横断面多角形状などに形成することも可能である。また、両固定部26、27の連結構造としては、雄ネジ26b及び雌ネジ27bによる連結構造が安価に製作可能で、しかも両固定部26、27を極力薄肉に構成する上で好ましいが、軸方向に対する引張力で分離しないように連結可能な連結構造であれば、ネジ構造以外の任意の連結構造を採用することも可能である。例えば、下部固定部27の上端部内に1乃至複数個のL字状の溝を形成し、上部固定部26の下端部の外周面に、前記L字状の溝に凹凸嵌合可能な突起を形成し、上部固定部26の下端部を下部固定部27の上端部内に挿入するとともに、突起を溝に挿入し、その後一定角度回転することで突起を溝に係合させ、両固定部26、27を連結するように構成したものを採用することも可能である。   However, both the fixing portions 26 and 27 are not necessarily configured in a substantially cylindrical shape as long as they can be detachably connected, and may be formed in a polygonal cross section. In addition, as the connection structure of both the fixing portions 26 and 27, a connection structure using the male screw 26b and the female screw 27b can be manufactured at low cost, and it is preferable to make the both fixing portions 26 and 27 as thin as possible. Any connection structure other than a screw structure may be employed as long as the connection structure can be connected so as not to be separated by a tensile force with respect to the direction. For example, one or a plurality of L-shaped grooves are formed in the upper end portion of the lower fixing portion 27, and protrusions that can be engaged with the L-shaped grooves on the outer peripheral surface of the lower end portion of the upper fixing portion 26. Forming the lower end of the upper fixing portion 26 into the upper end portion of the lower fixing portion 27, inserting the protrusion into the groove, and then rotating the fixed angle to engage the protrusion with the groove, It is also possible to adopt a configuration in which 27 is connected.

図2、図5に示すように、下部固定部27の円筒状の胴体部27cの長さ方向の途中部には周方向に間隔をあけて複数の突起27dが外方へ突出状に形成され、この突起27dが法枠4に埋設されることで、下部固定部27の引き抜き強度が高くなるように構成されている。ただし、突起27dに代えて、図19に示すような螺旋状の雄ネジ部27Daを形成することもできる。また、下部固定部27を外周面が螺旋状や蛇腹状などの既存の波形状の波形合成樹脂管で構成して、下部固定部27の製作コストの上昇を抑制しつつ、法枠4からの引き抜き強度を高めるように構成することもできる。   As shown in FIGS. 2 and 5, a plurality of protrusions 27 d are formed to protrude outwardly at intervals in the circumferential direction at a middle portion in the length direction of the cylindrical body portion 27 c of the lower fixing portion 27. The protrusion 27d is embedded in the frame 4 so that the pull-out strength of the lower fixing portion 27 is increased. However, instead of the protrusion 27d, a spiral male screw portion 27Da as shown in FIG. 19 may be formed. In addition, the lower fixing portion 27 is formed of an existing corrugated synthetic resin tube having an outer peripheral surface such as a spiral shape or an accordion shape, and an increase in the manufacturing cost of the lower fixing portion 27 is suppressed. It can also be configured to increase the pull-out strength.

上部固定部26の筒状の胴体部26cの上端部には外方へ突出する鍔状のフランジ部26dが形成され、このフランジ部26dにより削孔時における反力を固定具25を介して法枠4に伝達できるように構成されている。   A flange-like flange portion 26d protruding outward is formed at the upper end portion of the cylindrical body portion 26c of the upper fixing portion 26, and the reaction force at the time of drilling is measured via the fixing tool 25 by this flange portion 26d. The frame 4 can be transmitted.

連結手段30について説明すると、図1〜図4に示すように、ロッドクランプ17のハウジング17aの法枠4側の面にはケーシング31が固定され、ケーシング31にはアウターロッド20が挿通するケース側挿通孔32が形成され、ケーシング31は、ケース側挿通孔32がハウジング17aに形成したハウジング側挿通孔17bに連通するようにハウジング17aに固定されている。ケーシング31内には上部固定部26の上半部を装着可能な、法枠4側を開口させた収容凹部33がケース側挿通孔32に連なって形成されている。ケーシング31には1対のシリンダ34が収容凹部33を挟んでその両側に対面状に設けられ、シリンダ34のピストンロッド34aの先端部には上部固定部26の胴体部26cを挟持可能な爪部材35がそれぞれ設けられている。ガイドセル12の先端部は、図4に示すように、シリンダ34により爪部材35を離間させた状態で、図2に示すように、ケーシング31の収容凹部33内に上部固定部26を内嵌させ、この状態でシリンダ34を駆動して、図3に示すように、2つの爪部材35で上部固定部26の胴体部26cを挟持することで、固定具25を介して法枠4に位置決めされるとともに、爪部材35がフランジ部26dにおける法枠4側の面に当接することで、法枠4から離間する方向への移動が規制されるように構成されている。ただし、連結手段30としては、固定具25に対して着脱可能で且つ法枠4から離間する方向への移動を規制可能なものであれば任意の構成のものを採用できる。   The connecting means 30 will be described. As shown in FIGS. 1 to 4, a casing 31 is fixed to the surface of the housing 17 a of the rod clamp 17 on the side of the normal frame 4, and the casing 31 is inserted through the outer rod 20. An insertion hole 32 is formed, and the casing 31 is fixed to the housing 17a so that the case side insertion hole 32 communicates with a housing side insertion hole 17b formed in the housing 17a. In the casing 31, an accommodation concave portion 33 that can be attached to the upper half portion of the upper fixing portion 26 and that is open on the side of the normal frame 4 is formed continuously to the case side insertion hole 32. The casing 31 is provided with a pair of cylinders 34 facing each other with the accommodating recess 33 interposed therebetween, and a claw member capable of sandwiching the body portion 26c of the upper fixing portion 26 at the tip of the piston rod 34a of the cylinder 34. 35 are provided. As shown in FIG. 4, the distal end portion of the guide cell 12 is fitted with the upper fixing portion 26 in the housing recess 33 of the casing 31 as shown in FIG. In this state, the cylinder 34 is driven, and the body portion 26c of the upper fixing portion 26 is sandwiched between the two claw members 35 as shown in FIG. At the same time, the claw member 35 abuts against the surface of the flange portion 26d on the side of the normal frame 4 so that the movement in the direction away from the normal frame 4 is restricted. However, the connecting means 30 may be of any configuration as long as it can be attached to and detached from the fixture 25 and can be restricted from moving in a direction away from the frame 4.

このロックボルト施工設備1による削孔方法について説明すると、先ず法枠4に対して下部固定部27を埋設状に設けるため、図6に示すように、法枠4を構成するコンクリート等の吹付け前であって、法枠4の鉄筋6及び網材からなる型枠を施工するときに、上面開口を封止フィルム36で閉蓋した下部固定部27を、法枠4の縦枠4aと横枠4bとの交差部分に対応する位置に設置する。   The drilling method by the rock bolt construction facility 1 will be described. First, in order to provide the lower fixing portion 27 in an embedded state with respect to the method frame 4, as shown in FIG. The lower fixing portion 27 whose upper opening is closed with the sealing film 36 when the mold made of the reinforcing bar 6 and the mesh material of the frame 4 is constructed before and the horizontal frame 4a of the frame 4 It is installed at a position corresponding to the intersection with the frame 4b.

次に、鉄筋6及び型枠に沿ってコンクリート等を吹付けて法枠4を施工するとともに、下部固定部27を法面構造物に埋設固定する。このとき、下部固定部27の上面が法枠4の上面と面一になるように、法枠4を施工する。   Next, concrete or the like is sprayed along the reinforcing bars 6 and the mold to construct the method frame 4, and the lower fixing part 27 is embedded and fixed to the slope structure. At this time, the frame 4 is constructed so that the upper surface of the lower fixing portion 27 is flush with the upper surface of the frame 4.

次に、コンクリート等の硬化後、ロックボルトを装填するための掘削孔7を施工する位置の下部固定部27における封止フィルム36を剥がして、下部固定部27を開蓋させてから、図7に示すように、下部固定部27に上部固定部26を接続する。   Next, after the concrete or the like is cured, the sealing film 36 in the lower fixing portion 27 at the position where the excavation hole 7 for loading the lock bolt is to be peeled is peeled off to open the lower fixing portion 27, and then FIG. As shown, the upper fixing part 26 is connected to the lower fixing part 27.

次に、図1に示すように、ロックボルト施工機械10をクレーン2で吊り下げて、ロックボルト施工機械10の先端部を削孔位置の上部固定部26まで移動させ、ロックボルト施工機械10の角度及び法面5に対する位置を調整した状態で、図2に示すように、ガイドセル12の先端部に設けたケーシング31の収容凹部33内に上部固定部26を差し込み、その後図3に示すように、シリンダ34を駆動して、爪部材35で上部固定部26の胴体部26cを挟持して、ロックボルト施工機械10の先端部を法面5に対して位置決め固定する。   Next, as shown in FIG. 1, the rock bolt construction machine 10 is suspended by the crane 2, and the tip of the lock bolt construction machine 10 is moved to the upper fixing portion 26 at the drilling position. With the angle and the position relative to the slope 5 adjusted, as shown in FIG. 2, the upper fixing portion 26 is inserted into the housing recess 33 of the casing 31 provided at the tip of the guide cell 12, and then as shown in FIG. Then, the cylinder 34 is driven, and the body part 26 c of the upper fixing part 26 is clamped by the claw member 35, and the distal end part of the lock bolt construction machine 10 is positioned and fixed with respect to the slope 5.

次に、ドリルヘッド11を前進させて、図2に仮想線で示すように、ガイドセル12にセットしたアウターロッド20及びインナーロッド19を固定具25の挿通孔26a、27aに挿通させて、アウターロッド20及びインナーロッド19により法面5に掘削孔7を削孔することになる。削孔時にはガイドセル12に対して法面5から離間させる方向への反力が作用するが、この削孔時の反力は、爪部材35が上部固定部26のフランジ部26dに当接することで、固定具25を介して法枠4で受け止められるので、円滑に削孔することができる。   Next, the drill head 11 is advanced, and the outer rod 20 and the inner rod 19 set in the guide cell 12 are inserted into the insertion holes 26a and 27a of the fixture 25 as shown by phantom lines in FIG. The excavation hole 7 is drilled in the slope 5 by the rod 20 and the inner rod 19. A reaction force in the direction away from the slope 5 acts on the guide cell 12 at the time of drilling. The reaction force at the time of drilling is such that the claw member 35 comes into contact with the flange portion 26d of the upper fixing portion 26. Thus, since the frame is received by the frame 4 via the fixture 25, the holes can be smoothly drilled.

こうして、必要な深さの掘削孔7を形成した後は、従来の二重管掘削と同様の手法で、例えばロッドクランプ17にてアウターロッド20を挟圧して、ロッドブレーカ18でアウターロッド20をドリルヘッド11から分離し、ドリルヘッド11とともにインナーロッド19を後退させて、インナーロッド19をアウターロッド20から抜き取り、その後、アウターロッド20内にロックボルトを装填して、セメントミルクを充填してから、アウターロッド20を抜き取って、ロックボルトを施工することになる。   After forming the excavation hole 7 having the required depth in this manner, the outer rod 20 is clamped by the rod clamp 17 and the outer rod 20 is clamped by the rod breaker 18 in the same manner as the conventional double pipe excavation. After separating from the drill head 11, the inner rod 19 is retracted together with the drill head 11, the inner rod 19 is removed from the outer rod 20, and then a lock bolt is loaded into the outer rod 20 and filled with cement milk. Then, the outer rod 20 is pulled out and a lock bolt is applied.

このロックボルト施工設備1及びそれを用いた削孔方法では、法枠4のロックボルト施工位置に固定具25を施工し、該固定具25を利用して、ガイドセル12に作用する削孔時の反力を受け止めることができるので、法枠4の外縁部などにおいても、確実に固定具25を施工して、ロックボルト施工機械10に作用する削孔時の反力を受け止めることが可能となる。また、下部固定部27を箱抜きパイプとして兼用でき、しかも上部固定部26は繰り返して利用することができるので、固定具25を設けることによる部品点数の増加や施工コストの上昇も抑制できる。更に、アウターロッド20が挿通する挿通孔26a、27aを形成した固定具25を介して反力を受け止めるので、ロックボルト施工機械10や固定具25に対して曲げモーメントが作用することを防止でき、曲げモーメントが作用することによるロックボルト施工機械10や固定具25の破損を効果的に防止できる。更に、ロックボルト施工機械10を固定具25に対して連結することで、アウターロッド20を固定具25の挿通孔26a、27aに同心状に容易に位置合わせすることができるので、ロックボルト施工機械10の位置決め作業が容易になる。下部固定部27を法枠4の施工時に、法枠4に埋設状に施工するので、下部固定部27を容易に施工できるとともに、下部固定部27と法枠4との結合強度を十分に確保できる。   In this rock bolt construction facility 1 and a drilling method using the same, a fixture 25 is constructed at the lock bolt construction position of the method frame 4, and the fixture 25 is used to drill holes that act on the guide cell 12. Therefore, even at the outer edge of the frame 4 and the like, it is possible to reliably install the fixture 25 and receive the reaction force during drilling acting on the lock bolt construction machine 10. Become. Moreover, since the lower fixing part 27 can be used as a box-pipe and the upper fixing part 26 can be used repeatedly, an increase in the number of parts and an increase in construction cost due to the provision of the fixing tool 25 can be suppressed. Furthermore, since the reaction force is received through the fixture 25 having the insertion holes 26a and 27a through which the outer rod 20 is inserted, it is possible to prevent a bending moment from acting on the lock bolt construction machine 10 and the fixture 25. Breakage of the lock bolt construction machine 10 and the fixture 25 due to the bending moment acting can be effectively prevented. Further, by connecting the lock bolt construction machine 10 to the fixture 25, the outer rod 20 can be easily and concentrically aligned with the insertion holes 26a, 27a of the fixture 25. 10 positioning work becomes easy. Since the lower fixing portion 27 is embedded in the method frame 4 when the method frame 4 is applied, the lower fixing portion 27 can be easily installed and the bonding strength between the lower fixing portion 27 and the method frame 4 is sufficiently secured. it can.

次に、固定具25及び/又は連結手段30の構成を部分的に変更した、他の実施の形態について説明する。なお、前記実施の形態と同一部材には同一符号を付してその詳細な説明を省略する。   Next, another embodiment in which the configuration of the fixture 25 and / or the connecting means 30 is partially changed will be described. The same members as those in the above embodiment are denoted by the same reference numerals, and detailed description thereof is omitted.

(1)固定具25に代えて、図11に示す固定具25Bのように、螺旋部26Baを有する上部固定部26Bと、螺旋部26Baに螺号可能な突条27Baを有する中空の波形合成樹脂管からなる下部固定部27Bとを備えたものを採用することもできる。 (1) Instead of the fixture 25, as in the fixture 25B shown in FIG. 11, a hollow corrugated synthetic resin tube having an upper fixing portion 26B having a spiral portion 26Ba and a protrusion 27Ba that can be screwed to the spiral portion 26Ba. A device provided with a lower fixing portion 27B made of

(2)固定具25に代えて、図20〜図23に示す固定具25Eのように、上部固定部26Eを下部固定部27Eに内嵌可能に構成し、下部固定部27Eの奥部側に内方へ突出する1乃至複数の係合突部27Eaを形成するとともに、上部固定部26Eの先端側部分に係合突部27Eaに対応させて、係合突部27Eaに係合可能な1乃至複数の係止孔26Eaであって、上部固定部26Eの先端から基端側へ軸方向に延びる案内部26Ebと、案内部26Ebの奥端部から周方向に延びる係止部26Ecと、係合突部27Eaとの当接により、案内部26Ebを係合突部27Ea側へ周方向に案内する傾斜案内面26Edとを有する係止孔26Eaを形成したものを採用することもできる。ただし、傾斜案内面26Edを省略して、案内部26Ebと係止部26Ecとで係止孔を構成することもできる。 (2) Instead of the fixture 25, an upper fixing portion 26E is configured so as to be fitted in the lower fixing portion 27E as in the fixing device 25E shown in FIGS. 20 to 23, and on the back side of the lower fixing portion 27E. One to a plurality of engaging protrusions 27Ea projecting inward are formed, and one end of the upper fixing portion 26E is engaged with the engaging protrusion 27Ea so as to correspond to the engaging protrusion 27Ea. A plurality of locking holes 26Ea, a guide portion 26Eb extending in the axial direction from the distal end of the upper fixing portion 26E to the proximal end side, and a locking portion 26Ec extending in the circumferential direction from the back end portion of the guide portion 26Eb, It is also possible to employ a structure in which a locking hole 26Ea having an inclined guide surface 26Ed that guides the guide portion 26Eb in the circumferential direction toward the engagement protrusion 27Ea by contact with the protrusion 27Ea. However, the inclined guide surface 26Ed may be omitted, and the locking hole may be configured by the guide portion 26Eb and the locking portion 26Ec.

この固定具25Eにおいて、上部固定部26Eと下部固定部27Eとを連結する際には、図21に示すように、上部固定部26Eの中心線と下部固定部27Eの中心線とが合致するように上部固定部26Eを移動させてから、図24(A)に示すように、上部固定部26Eを下部固定部27Eに内嵌挿入するとともに、係合突部27Eaを案内部26Ebに挿入する。このとき、固定具25Eの周方向に対する係合突部27Eaと案内部26Ebの位置が合致する場合には、上部固定部26Eを下部固定部27Eに内嵌挿入するだけで、係合突部27Eaは案内部26Ebの奥部まで挿入されるが、図24(A)に示すように、異なる場合には、係合突部27Eaが傾斜案内面26Edに当接するので、係合突部27Eaの周方向位置が案内部26Ebの周方向位置と合致するまで、矢印Aで示す方向へ、係合突部27Eaを傾斜案内面26Edに沿って移動させながら、上部固定部26Eを手で回転操作することで、両者の周方向位置を容易に合致させることになる。そして、図24(B)に示すように、係合突部27Eaを案内部26Ebの奥部まで挿入してから、図25(A)に示すように、係合突部27Eaを係止部26Ecの奥部に係合するように、上部固定部26Eを回転させて、上部固定部26Eを下部固定部27Eに連結させてから、図25(B)に示すように、インナーロッド19の削岩ビット19aとアウターロッド20の削岩ビット20aとで法面5を打撃しながら、両ロッド19,20を回転させて、法面5に掘削孔7を削孔することになる。   In this fixture 25E, when the upper fixing portion 26E and the lower fixing portion 27E are connected, as shown in FIG. 21, the center line of the upper fixing portion 26E and the center line of the lower fixing portion 27E are matched. After the upper fixing portion 26E is moved, the upper fixing portion 26E is inserted into the lower fixing portion 27E and the engaging protrusion 27Ea is inserted into the guide portion 26Eb as shown in FIG. At this time, when the positions of the engaging protrusions 27Ea and the guides 26Eb in the circumferential direction of the fixture 25E match, the engaging protrusions 27Ea can be simply inserted into the lower fixing part 27E. Is inserted to the back of the guide portion 26Eb. However, as shown in FIG. 24A, in a different case, the engagement protrusion 27Ea contacts the inclined guide surface 26Ed. The upper fixing portion 26E is manually rotated while moving the engagement protrusion 27Ea along the inclined guide surface 26Ed in the direction indicated by the arrow A until the direction position matches the circumferential position of the guide portion 26Eb. Thus, the circumferential positions of both can be easily matched. Then, as shown in FIG. 24 (B), the engaging protrusion 27Ea is inserted to the back of the guide portion 26Eb, and then, as shown in FIG. 25 (A), the engaging protrusion 27Ea is engaged with the locking portion 26Ec. The upper fixing portion 26E is rotated so as to be engaged with the inner portion of the upper portion, and the upper fixing portion 26E is connected to the lower fixing portion 27E. Then, as shown in FIG. While striking the slope 5 with the bit 19 a and the rock drilling bit 20 a of the outer rod 20, both rods 19, 20 are rotated to drill the excavation hole 7 in the slope 5.

この固定具25Eでは、上下の固定部26E、27Eを連結する際に、上部固定部26Eを何度も回転させる必要がないので、両者を容易に連結することができる。   In this fixing tool 25E, when the upper and lower fixing portions 26E and 27E are connected, it is not necessary to rotate the upper fixing portion 26E many times, so that both can be easily connected.

(3)連結手段30に代えて、図8〜図10に示すような連結手段30Aを採用することもできる。この連結手段30Aは、ケーシング31に代えて、上部固定部26の上半部に対して上側から装着可能な収容凹部33Aを形成したケーシング31Aを用い、ケーシング31Aの法枠4側の面に法枠4から離間する方向へのフランジ部26dの移動を規制する規制突部40を形成し、ケーシング31の下部に収容凹部33Aを横断して着脱自在に取付け可能な係止ボルト41を設けたものを用いることになる。この場合には、ケーシング31を上側から上部固定部26に装着して、上部固定部26を収容凹部33A内に装着し、この状態でケーシング31に係止ボルト41を装着してナット42を締結することで、ガイドセル12の先端部を固定具25を介して法枠4に位置決めするとともに、ガイドセル12の先端部の法枠4から離間する方向への移動を、規制突部40の法枠4側の面がフランジ部26dに当接することで規制できることになる。 (3) Instead of the connecting means 30, a connecting means 30A as shown in FIGS. 8 to 10 may be employed. This connecting means 30A uses a casing 31A in which a housing recess 33A that can be mounted from the upper side with respect to the upper half of the upper fixing portion 26 is used in place of the casing 31, and the surface of the casing 31A on the side of the frame 4 is legal. A restriction protrusion 40 is formed to restrict the movement of the flange portion 26d in a direction away from the frame 4, and a locking bolt 41 that can be detachably attached across the housing recess 33A is provided at the lower portion of the casing 31. Will be used. In this case, the casing 31 is mounted on the upper fixing portion 26 from the upper side, the upper fixing portion 26 is mounted in the accommodating recess 33A, and in this state, the locking bolt 41 is mounted on the casing 31 and the nut 42 is fastened. As a result, the distal end portion of the guide cell 12 is positioned on the modulus frame 4 via the fixture 25, and the movement of the distal end portion of the guide cell 12 in the direction away from the modulus frame 4 is controlled by the regulation projection 40. The frame 4 side surface can be regulated by contacting the flange portion 26d.

(4)連結手段30に代えて、図21〜図25に示すような連結手段30Eを用いることもできる。この連結手段30Eは、ガイドセル12の前側にガイドセル12の長さ方向と略直交する支持板60を設け、支持板60に支持ピン61を介して開閉板62を図22に実線で図示の閉鎖位置と仮想線で図示の解放位置とにわたって回動自在に設け、閉鎖位置において支持板60と開閉板62間に上部固定部26Eの途中部が挿通可能な挿通孔63が形成されるように構成されている。 (4) It can replace with the connection means 30 and can also use the connection means 30E as shown in FIGS. The connecting means 30E is provided with a support plate 60 that is substantially orthogonal to the length direction of the guide cell 12 on the front side of the guide cell 12, and an opening / closing plate 62 is shown in FIG. An insertion hole 63 is provided between the support plate 60 and the opening / closing plate 62 so that the middle portion of the upper fixing portion 26E can be inserted between the support plate 60 and the opening / closing plate 62 in a closed position and a phantom line. It is configured.

この連結手段30Eで上部固定部26Eを保持する場合には、開閉板62を解放位置に回動させて、支持板60に上部固定部26Eを嵌合させ、この状態で開閉板62を仮想線で図示の閉鎖位置に回動させて、支持板60と開閉板62とで形成される挿通孔63に上部固定部26Eの途中部を挿通させ、この状態で固定ピン64を支持板60と開閉板62とにわたって装着して、開閉板62を閉鎖位置に保持することになる。また、連結手段30Eにより上部固定部26Eを保持した状態で、上部固定部26Eのフランジ部26dが開閉板62と支持板60とに当接されることで、上部固定部26Eを連結手段30Eから抜き取る方向への切削反力を受け止め得るように構成されている。なお、固定具25、25Bにおける上部固定部26、26Bに関しても、上部固定部26Eと同様にして、連結手段30Eを用いてガイドセル12に連結することができる。   When the upper fixing portion 26E is held by the connecting means 30E, the opening / closing plate 62 is rotated to the release position, and the upper fixing portion 26E is fitted to the support plate 60. In this state, the opening / closing plate 62 is moved to an imaginary line. Is rotated to the closed position shown in the figure, and an intermediate portion of the upper fixing portion 26E is inserted into the insertion hole 63 formed by the support plate 60 and the opening / closing plate 62, and the fixing pin 64 is opened / closed with the support plate 60 in this state. The opening / closing plate 62 is held in the closed position by being mounted over the plate 62. Further, with the upper fixing portion 26E being held by the connecting means 30E, the flange portion 26d of the upper fixing portion 26E is brought into contact with the opening / closing plate 62 and the support plate 60, whereby the upper fixing portion 26E is removed from the connecting means 30E. It is comprised so that the cutting reaction force to the extraction direction can be received. The upper fixing portions 26 and 26B in the fixing tools 25 and 25B can be connected to the guide cell 12 using the connecting means 30E in the same manner as the upper fixing portion 26E.

(5)固定具25及び連結手段30に代えて、次のような構成の固定具25B及び連結手段30Bを採用することもできる。 (5) Instead of the fixing tool 25 and the connecting means 30, a fixing tool 25B and a connecting means 30B having the following configuration may be employed.

具体的には、固定具25に代えて、図11に示すように、前述した固定具25Bの上部固定部26Bの上部に左右両側へ突出する左右1対の係止ロッド45を設けたものを採用することになる。なお、係止ロッド45は、ネジ部45aを上部固定部26Bに螺合して溶接することで固定されているが、その他の固定構造により固定することも可能である。また、上部固定部と下部固定部との連結構造に関しては、前記固定具25又は固定具25Eと同様の構成のものを採用することもできるし、それ以外の任意の構成のものを採用することもできる。   Specifically, instead of the fixture 25, as shown in FIG. 11, a pair of left and right locking rods 45 projecting left and right are provided on the upper fixing portion 26B of the fixture 25B described above. Will be adopted. The locking rod 45 is fixed by screwing and screwing the screw portion 45a to the upper fixing portion 26B, but it can also be fixed by other fixing structures. In addition, regarding the connection structure between the upper fixing portion and the lower fixing portion, the same configuration as the fixing device 25 or the fixing device 25E can be adopted, or any other configuration can be adopted. You can also.

また、連結手段30に代えて、図12に示すように、ケース側挿通孔32を貫通状に形成したケーシング31Bを設け、このケーシング31Bをロッドクランプ17のハウジング17aの先端面に固定し、ケーシング31Bの左右両側部に軸部材46を側方へ突出状にそれぞれ設け、両軸部材46に係止ロッド45に係脱可能なフック部材47をそれぞれ回転自在に設けた連結手段30Bを採用することになる。   Further, in place of the connecting means 30, as shown in FIG. 12, a casing 31B having a case-side insertion hole 32 formed in a penetrating manner is provided, and the casing 31B is fixed to the front end surface of the housing 17a of the rod clamp 17, and the casing Adopting connecting means 30B in which shaft members 46 are provided on both left and right sides of 31B so as to protrude sideways, and hook members 47 that can be engaged with and disengaged from the locking rod 45 are rotatably provided on both shaft members 46, respectively. become.

この固定具25B及び連結手段30Bを備えたロックボルト施工設備により掘削孔7を削孔する場合には、先ず法枠4に対して下部固定部27Bを埋設状に設けるため、前記実施の形態と同様に、法枠4を構成するコンクリート等の吹付け前であって、法枠4の鉄筋6及び網材からなる型枠を施工するときに、上面開口を封止フィルム36で閉蓋した下部固定部27Bを、法枠4の縦枠4aと横枠4bとの交差部分に対応する位置に設置する。   When the excavation hole 7 is drilled by the rock bolt construction equipment provided with the fixing tool 25B and the connecting means 30B, the lower fixing portion 27B is first embedded in the method frame 4 so as to be embedded. Similarly, the lower part where the upper surface opening is closed with the sealing film 36 before the concrete frame constituting the method frame 4 is sprayed and when the form frame made of the reinforcing bar 6 and the net material of the method frame 4 is constructed. The fixing portion 27B is installed at a position corresponding to the intersection of the vertical frame 4a and the horizontal frame 4b of the modulus frame 4.

次に、図13に示すように、鉄筋6及び型枠に沿ってコンクリート等を吹付けて法枠4を施工するとともに、下部固定部27Bを法面構造物に埋設固定する。このとき、下部固定部27Bの上面が法枠4の上面と面一になるように、法枠4を施工する。   Next, as shown in FIG. 13, concrete or the like is sprayed along the reinforcing bars 6 and the formwork to construct the method frame 4, and the lower fixing portion 27B is embedded and fixed to the slope structure. At this time, the method frame 4 is constructed so that the upper surface of the lower fixing portion 27B is flush with the upper surface of the method frame 4.

次に、コンクリート等の硬化後、ロックボルトを装填するための掘削孔7を施工する位置の下部固定部27Bにおける封止フィルム36を剥がして、下部固定部27Bを開蓋させてから、図14に示すように、下部固定部27Bに上部固定部26Bを螺合させて接続する。   Next, after hardening the concrete or the like, the sealing film 36 in the lower fixing portion 27B at the position where the excavation hole 7 for loading the lock bolt is to be peeled is peeled off to open the lower fixing portion 27B, and then FIG. As shown in FIG. 5, the upper fixing portion 26B is screwed into and connected to the lower fixing portion 27B.

次に、前記実施の形態と同様に、ロックボルト施工機械10をクレーン2で吊り下げて、ロックボルト施工機械10の先端部を削孔位置の上部固定部26Bまで移動させ、ロックボルト施工機械10の角度及び法面5に対する位置を調整した状態で、図15に示すように、ガイドセル12の先端部に設けた左右のフック部材47を軸部材46を中心に回動させて、フック部材47を上部固定部26Bの左右の係止ロッド45に引っ掛けて、ロックボルト施工機械10の先端部を法面5に対して位置決め固定する。なお、係止ロッド45は、手操作により引っ掛けることもできるし、連結手段30Bに、係止ロッド45を回動操作する油圧シリンダなどを設けて、回動操作することもできる。   Next, as in the above embodiment, the rock bolt construction machine 10 is suspended by the crane 2 and the tip of the lock bolt construction machine 10 is moved to the upper fixing portion 26B at the drilling position. As shown in FIG. 15, the left and right hook members 47 provided at the distal end portion of the guide cell 12 are rotated around the shaft member 46, and the hook member 47 is adjusted. Is hooked on the right and left locking rods 45 of the upper fixing portion 26B, and the distal end portion of the lock bolt construction machine 10 is positioned and fixed with respect to the slope 5. The locking rod 45 can be hooked manually, or can be rotated by providing a hydraulic cylinder or the like for rotating the locking rod 45 in the connecting means 30B.

次に、ドリルヘッド11を前進させて、前記実施の形態と同様に、法面5に掘削孔7を形成することになる。削孔時には法面5から離間させる方向への反力がガイドセル12に作用するが、この削孔時の反力は、フック部材47を介して上部固定部26Bの係止ロッド45に伝達され、固定具25Bを介して法枠4で受け止められるので、円滑に削孔することができる。   Next, the drill head 11 is advanced, and the drill hole 7 is formed in the slope 5 as in the above embodiment. At the time of drilling, a reaction force in the direction away from the slope 5 acts on the guide cell 12, but the reaction force at the time of drilling is transmitted to the locking rod 45 of the upper fixing portion 26B via the hook member 47. Since it is received by the frame 4 via the fixture 25B, the holes can be smoothly drilled.

前述のような構成の固定具25Bを設けると、既存の波形合成樹脂管をそのまま用いて下部固定部27Bを構成できるので、固定具25Bの製作コストを安くできる。また、前述のような構成の連結手段30Bを設けると、フック部材47と係止ロッド45とからなる安価に製作可能な簡単な構成の連結手段で、容易に且つ確実にガイドセル12の先端部を固定具25Bに位置決め固定できる。また、この固定具25Bを設ける場合には、図16、図17に示すように、係止ロッド45に単管クランプ48を固定し、この単管クランプ48に足場等を構成する単管49を固定して、足場等を施工することも可能である。   When the fixture 25B having the above-described configuration is provided, the lower fixing portion 27B can be configured using the existing corrugated synthetic resin tube as it is, so that the manufacturing cost of the fixture 25B can be reduced. Further, when the connecting means 30B having the above-described configuration is provided, the tip portion of the guide cell 12 can be easily and reliably formed by the connecting means having the hook member 47 and the locking rod 45 which can be manufactured at low cost. Can be positioned and fixed to the fixture 25B. Further, when the fixture 25B is provided, as shown in FIGS. 16 and 17, a single tube clamp 48 is fixed to the locking rod 45, and a single tube 49 constituting a scaffold or the like is fixed to the single tube clamp 48. It is also possible to fix and construct scaffolding etc.

なお、前記実施の形態では、クレーン2のワイヤ3にガイドセル12を吊り下げて、ロックボルト施工用の掘削孔7を形成して、ロックボルトを施工するロックボルト施工機械10に本発明を適用したが、バックホウなどの作業機のブーム先端にガイドセル12を支持させてロックボルトを施工するロックボルト施工機械に本発明を適用することも可能である。また、ロックボルト施工機械10以外の削孔機に対しても本発明を適用できるし、削孔機以外の足場等の仮設設備を設置するための固定点として、固定具25、25B、25Eを利用することもできる。   In the embodiment, the guide cell 12 is suspended from the wire 3 of the crane 2 to form the excavation hole 7 for rock bolt construction, and the present invention is applied to the rock bolt construction machine 10 for constructing the lock bolt. However, it is also possible to apply the present invention to a lock bolt construction machine that constructs a lock bolt by supporting the guide cell 12 at the boom tip of a working machine such as a backhoe. In addition, the present invention can be applied to a drilling machine other than the rock bolt construction machine 10, and fixing tools 25, 25B, and 25E are used as fixing points for installing temporary facilities such as scaffolding other than the drilling machine. It can also be used.

また、法枠4の削孔位置に下部固定部27、27Bを施工したが、削孔位置以外の位置に下部固定部27、27Bを埋設施工し、この下部固定部27、27Bに上部固定部26、26Bを連結して、これを削孔機や足場等の仮設設備を設置するための固定点として利用することもできる。具体的には、固定具25Bを用いる場合には、前述したように、係止ロッド45に単管クランプ48を固定して、この単管クランプ48に足場を構成する単管49を保持させて、足場を施工することができる。また、固定具25においては、例えば図18に示す固定具25Cのように、前記上部固定部26に代えて、シャックルなどを介してワイヤを固定するための係止孔50を有するブラケット51を設けた上部固定部26Bを用い、ワイヤなどを介して削孔機や足場を支持することができる。   Moreover, although the lower fixing parts 27 and 27B were constructed in the drilling position of the method frame 4, the lower fixing parts 27 and 27B were buried and installed in positions other than the drilling position, and the upper fixing part was installed in the lower fixing parts 27 and 27B. 26 and 26B can be connected and used as a fixing point for installing temporary equipment such as a drilling machine or a scaffold. Specifically, when using the fixing tool 25B, as described above, the single tube clamp 48 is fixed to the locking rod 45, and the single tube clamp 48 is used to hold the single tube 49 constituting the scaffold. A scaffold can be constructed. Further, in the fixture 25, for example, as in the fixture 25C shown in FIG. 18, a bracket 51 having a locking hole 50 for fixing a wire via a shackle or the like is provided instead of the upper fixing portion 26. Using the upper fixing part 26B, it is possible to support a drilling machine or a scaffold via a wire or the like.

更に、法枠4からなる法面構造物に下部固定部を埋設固定したが、法枠4以外の法面や地山における斜面や略水平面などに下部固定部を埋設固定することもできる。例えば、図12に示す固定具25Dのように、下部固定部27に代えて、円筒状の胴体部27cと、胴体部27cの外周面に形成した螺旋状の雄ネジ部27Daとを有する下部固定部27Dを用い、法面5や地山などの作業面に胴体部27cと略同じ直径の孔55を予め形成し、該孔55に下部固定部27Dを捩じ込んで、下部固定部27Dを法面5などの作業面に埋設固定することもできる。   Furthermore, although the lower fixing portion is embedded and fixed to the slope structure including the slope frame 4, the lower fixing portion can also be embedded and fixed to a slope other than the slope frame 4, a slope in a natural ground, a substantially horizontal plane, or the like. For example, as in a fixture 25D shown in FIG. 12, instead of the lower fixing portion 27, a lower fixing having a cylindrical body portion 27c and a helical male screw portion 27Da formed on the outer peripheral surface of the body portion 27c. Using the portion 27D, a hole 55 having a diameter substantially the same as that of the body portion 27c is formed in advance on a work surface such as a slope 5 or a natural ground, and the lower fixing portion 27D is screwed into the hole 55 so that the lower fixing portion 27D is It can also be embedded and fixed on a work surface such as a slope 5.

また、法面又は地山とそれを安定化させるための反力受け部材とで作業面を構成し、反力受け部材に下部固定部を埋設固定することもできる。具体的には、図26、図27に示すように、反力受け部材70として、左右1対の細長い棒状の受け部材71と、左右の受け部材71を連結する連結板72とを設け、連結板72に貫通孔73を形成して、該貫通孔73に上端部を内嵌させて下部固定部27Eを溶接等により固定したものを採用することができる。この場合には、反力受け部材70の自重により、地山75の削孔時の反力を受け止めることができる。また、この反力受け部材70は、地山75の削孔後、地山75にそのまま設置して、地山75の削孔に施工したロックボルトの端部に連結固定することで、地山75の安定化構造として利用することができる。なお、反力受け部材70としては、削孔位置に下部固定部を固定したものであれば、前述した以外の周知の構成、例えば平面視十文字状や井桁状などに形成した反力受け部材を採用することも可能である。   Moreover, a working surface can be comprised by a slope or a natural ground, and the reaction force receiving member for stabilizing it, and a lower fixing part can also be embed | buriedly fixed to the reaction force receiving member. Specifically, as shown in FIGS. 26 and 27, as the reaction force receiving member 70, a pair of left and right elongated rod-shaped receiving members 71 and a connecting plate 72 that connects the left and right receiving members 71 are provided and connected. A plate 72 having a through hole 73, an upper end fitted into the through hole 73, and the lower fixing portion 27E fixed by welding or the like can be employed. In this case, the reaction force at the time of drilling the natural ground 75 can be received by the weight of the reaction force receiving member 70. Further, the reaction force receiving member 70 is installed in the natural ground 75 as it is after drilling the natural ground 75, and is connected and fixed to the end of the lock bolt constructed in the natural ground 75. It can be used as 75 stabilization structures. In addition, as the reaction force receiving member 70, as long as the lower fixing portion is fixed at the drilling position, a well-known configuration other than those described above, for example, a reaction force receiving member formed in a cross-shaped shape or a cross-beam shape in plan view is used. It is also possible to adopt.

以上、本発明の実施形態について説明したが、本発明は前述した実施形態に何ら限定されるものではなく、本発明の要旨を逸脱しない範囲においてその構成を変更し得ることは勿論である。   The embodiment of the present invention has been described above. However, the present invention is not limited to the above-described embodiment, and it goes without saying that the configuration can be changed without departing from the gist of the present invention.

1 ロックボルト施工設備
2 クレーン
3 ワイヤ
4 法枠
4a 縦枠
4b 横枠
5 法面
6 鉄筋
7 掘削孔
10 ロックボルト施工機械
11 ドリルヘッド
12 ガイドセル
13 ガイドセル本体
14 キャリア
15 駆動手段
16 ポジショナ
17 ロッドクランプ
17a ハウジング
17b ハウジング側挿通孔
18 ロッドブレーカ
19 インナーロッド
19a 削岩ビット
20 アウターロッド
20a 削岩ビット
25 固定具
26 上部固定部
26a 挿通孔
26b 雄ネジ
26c 胴体部
26d フランジ部
27 下部固定部
27a 挿通孔
27b 雌ネジ
27c 胴体部
27d 突起
30 連結手段
31 ケーシング
32 ケース側挿通孔
33 収容凹部
34 シリンダ
34a ピストンロッド
35 爪部材
36 封止フィルム
30A 連結手段
31A ケーシング
33A 収容凹部
40 規制突部
41 係止ボルト
25B 固定具
26B 上部固定部
26Ba 螺旋部
27B 下部固定部
27Ba 突条
30B 連結手段
31B ケーシング
45 係止ロッド
45a ネジ部
46 軸部材
47 フック部材
48 単管クランプ
49 単管
25C 固定具
50 係止孔
51 ブラケット
25D 固定具
27D 下部固定部
27Da 雄ネジ部
55 孔
25E 固定具
26E 上部固定部
26Ea 係止孔
26Eb 案内部
26Ec 係止部
26Ed 傾斜案内面
27E 下部固定部
27Ea 係合突部
30E 連結手段
60 支持板
61 支持ピン
62 開閉板
63 挿通孔
64 固定ピン
70 反力受け部材
71 受け部材
72 連結板
73 貫通孔
75 地山
DESCRIPTION OF SYMBOLS 1 Rock bolt construction equipment 2 Crane 3 Wire 4 Method frame 4a Vertical frame 4b Horizontal frame 5 Slope 6 Rebar 7 Drilling hole 10 Rock bolt construction machine 11 Drill head 12 Guide cell 13 Guide cell main body 14 Carrier 15 Driving means 16 Positioner 17 Rod Clamp 17a Housing 17b Housing-side insertion hole 18 Rod breaker 19 Inner rod 19a Rock drilling bit 20 Outer rod 20a Rock drilling bit 25 Fixing tool 26 Upper fixing part 26a Insertion hole 26b Male screw 26c Body part 26d Flange part 27 Lower fixing part 27a Insertion Hole 27b Female thread 27c Body part 27d Protrusion 30 Connection means 31 Casing 32 Case side insertion hole 33 Housing recess 34 Cylinder 34a Piston rod 35 Claw member 36 Sealing film 30A Connection means 31A Casing 33A Housing recess 40 Control protrusion 41 Locking bolt 25B Fixing tool 26B Upper fixing part 26Ba Spiral part 27B Lower fixing part 27Ba Projection 30B Connection means 31B Casing 45 Locking rod 45a Screw part 46 Shaft member 47 Hook member 48 Single pipe clamp 49 Single pipe 25C Fixing tool 50 Locking hole 51 Bracket 25D Fixing tool 27D Lower fixing part 27Da Male thread part 55 Hole 25E Fixing tool 26E Upper fixing part 26Ea Locking hole 26Eb Guide part 26Ec Locking part 26Ed Inclined guide surface 27E Lower fixing part 27Ea Engagement Projection 30E Connection means 60 Support plate 61 Support pin 62 Opening / closing plate 63 Insertion hole 64 Fixing pin 70 Reaction force receiving member 71 Reception member 72 Connection plate 73 Through hole 75 Ground

Claims (21)

作業面に配置される作業設備本体と、前記作業設備本体を作業面に固定する固定具とを備えた仮設作業設備であって、
前記固定具は、前記作業面に埋設固定される下部固定部と、該下部固定部に着脱自在に接続されて作業面から外部へ突出する上部固定部とを備えた、
ことを特徴とする仮設作業設備。
A temporary work facility comprising a work equipment main body arranged on a work surface, and a fixture for fixing the work equipment main body to the work surface,
The fixture includes a lower fixing portion that is embedded and fixed to the work surface, and an upper fixing portion that is detachably connected to the lower fixing portion and protrudes from the work surface to the outside.
Temporary work equipment characterized by that.
前記作業設備本体が削孔機であり、前記固定具に削孔工具が挿通する挿通孔が形成され、前記削孔機による削孔時の反力を、前記固定具を介して作業面で受け止め可能となした請求項1記載の仮設作業設備。   The working equipment body is a hole drilling machine, and an insertion hole through which a drilling tool is inserted is formed in the fixture, and a reaction force at the time of drilling by the drilling machine is received by the work surface via the fixture. The temporary work facility according to claim 1, which is made possible. 前記下部固定部の側面に、外方へ突出して、前記作業面に係合する係合突部を形成した請求項1又は2記載の仮設作業設備。   The temporary work facility according to claim 1 or 2, wherein an engagement protrusion that protrudes outward and engages with the work surface is formed on a side surface of the lower fixing portion. 前記下部固定部と上部固定部との一方に雌ネジを形成し、他方に雌ネジに着脱自在に螺合する雄ネジを形成した請求項1〜3のいずれか1項記載の仮設作業設備。   The temporary work facility according to any one of claims 1 to 3, wherein a female screw is formed on one of the lower fixing portion and the upper fixing portion, and a male screw that is detachably engaged with the female screw is formed on the other. 前記上部固定部を前記下部固定部に内嵌可能に構成し、前記下部固定部に内方へ突出する係合突部を形成するとともに、前記上部固定部にその先端から基端側へ軸方向に延びる案内部と、該案内部の奥端部から周方向に延びる係止部とを有する、前記係合突部に係脱可能な係止孔を形成した請求項1〜3のいずれか1項記載の仮設作業設備。   The upper fixing portion is configured to be fitted into the lower fixing portion, and an engaging protrusion projecting inwardly is formed on the lower fixing portion, and the upper fixing portion is axially extended from the distal end to the proximal end side. A locking hole detachably engageable with the engaging protrusion is formed, the guide hole extending in a circumferential direction and a locking portion extending in the circumferential direction from the back end of the guiding portion. Temporary work equipment described in the section. 前記上部固定部に、前記係合突部との当接により、前記案内部を係合突部側へ周方向に案内する傾斜案内面を形成した請求項5記載の仮設作業設備。   The temporary work facility according to claim 5, wherein an inclined guide surface that guides the guide portion in the circumferential direction toward the engagement protrusion is formed on the upper fixing portion by contact with the engagement protrusion. 前記下部固定部の上端面が、前記作業面と略面一に配置されるように、前記下部固定部が作業面に埋設固定される請求項1〜6のいずれか1項記載の仮設作業設備。   The temporary work facility according to any one of claims 1 to 6, wherein the lower fixing part is embedded and fixed to the work surface so that an upper end surface of the lower fixing part is substantially flush with the work surface. . 前記作業面が、法面、地山、法面に施工した法面構造物、法面及びそれに設置した反力受け部材、地山及びそれに設置した反力受け部材のいずれかで構成されてなる請求項1〜7のいずれか1項記載の仮設作業設備。   The work surface is composed of any one of a slope, a ground, a slope structure constructed on the slope, a slope and a reaction force receiving member installed on the slope, a ground and a reaction force receiving member installed on the slope. The temporary work facility according to any one of claims 1 to 7. 作業面に対して作業設備本体を仮設固定するための固定具であって、
前記作業面に埋設固定される下部固定部と、該下部固定部に着脱自在に接続されて作業面から外部へ突出する上部固定部とを備えた、
ことを特徴とする固定具。
A fixture for temporarily fixing the work equipment body to the work surface,
A lower fixing portion embedded and fixed to the work surface; and an upper fixing portion that is detachably connected to the lower fixing portion and protrudes from the work surface to the outside.
A fixture characterized by that.
前記作業設備本体が削孔機であり、前記固定具に削孔工具が挿通する挿通孔が形成され、前記削孔機による削孔時の反力を、前記固定具を介して作業面で受け止め可能となした請求項9記載の固定具。   The working equipment body is a hole drilling machine, and an insertion hole through which a drilling tool is inserted is formed in the fixture, and a reaction force at the time of drilling by the drilling machine is received by the work surface via the fixture. The fixing device according to claim 9, which is made possible. 前記下部固定部の側面に、外方へ突出して、前記作業面に係合する係合突部を形成した請求項9又は10記載の固定具。   The fixing tool according to claim 9 or 10, wherein an engaging protrusion that protrudes outward and engages with the work surface is formed on a side surface of the lower fixing portion. 前記下部固定部と上部固定部との一方に雌ネジを形成し、他方に雌ネジに着脱自在に螺合する雄ネジを形成した請求項9〜11のいずれか1項記載の固定具。   The fixing tool according to any one of claims 9 to 11, wherein a female screw is formed on one of the lower fixing portion and the upper fixing portion, and a male screw is formed on the other so as to be detachably engaged with the female screw. 前記上部固定部を前記下部固定部に内嵌可能に構成し、前記下部固定部に内方へ突出する係合突部を形成するとともに、前記上部固定部にその先端から基端側へ軸方向に延びる案内部と、該案内部の奥端部から周方向に延びる係止部とを有する、前記係合突部に係脱可能な係止孔を形成した請求項9〜11のいずれか1項記載の固定具。   The upper fixing portion is configured to be fitted into the lower fixing portion, and an engaging protrusion projecting inwardly is formed on the lower fixing portion, and the upper fixing portion is axially extended from the distal end to the proximal end side. 12. A locking hole detachably engageable with the engaging protrusion, wherein the engaging protrusion has a guiding portion extending in a circumferential direction and a locking portion extending in a circumferential direction from a back end portion of the guiding portion. Fixing tool according to item. 前記上部固定部に、前記係合突部との当接により、前記案内部を係合突部側へ周方向に案内する傾斜案内面を形成した請求項13記載の固定具。   The fixture according to claim 13, wherein an inclined guide surface that guides the guide portion in the circumferential direction toward the engagement protrusion is formed on the upper fixing portion by contact with the engagement protrusion. 前記下部固定部の上端面が、前記作業面と略面一に配置されるように、前記下部固定部が作業面に埋設固定される請求項9〜14のいずれか1項記載の固定具。   The fixture according to any one of claims 9 to 14, wherein the lower fixing portion is embedded and fixed on the work surface such that an upper end surface of the lower fixing portion is substantially flush with the work surface. 前記作業面が、法面、地山、法面に施工した法面構造物、法面及びそれに設置した反力受け部材、地山及びそれに設置した反力受け部材のいずれかで構成されてなる請求項9〜15のいずれか1項記載の固定具。   The work surface is composed of any one of a slope, a ground, a slope structure constructed on the slope, a slope and a reaction force receiving member installed on the slope, a ground and a reaction force receiving member installed on the slope. The fixture according to any one of claims 9 to 15. 下部固定部を作業面に埋設固定するとともに、前記下部固定部に上部固定部を着脱自在に接続し、次に前記上部固定部に削孔機を連結して、前記削孔機に作用する削孔時の反力を、上下の固定部からなる固定具を介して作業面で受け止めながら、前記上下の固定部内の挿通孔を通じて作業面を削孔することを特徴とする削孔方法。   The lower fixing part is embedded and fixed on the work surface, and the upper fixing part is detachably connected to the lower fixing part, and then a drilling machine is connected to the upper fixing part, and the cutting machine acting on the drilling machine is connected. A drilling method comprising drilling a work surface through an insertion hole in the upper and lower fixing portions while receiving a reaction force at the time of drilling on the work surface via a fixture composed of upper and lower fixing portions. 作業面としての法面構造物を構成するコンクリート等の施工前に、上面開口を閉蓋した下部固定部を法面構造物の削孔位置に設置し、その後コンクリート等を用いて法面構造物を施工するとともに、前記下部固定部を法面構造物に埋設固定し、次にコンクリート等の硬化後、前記下部固定部を開蓋して、前記下部固定部に上部固定部を着脱自在に接続してから、前記上部固定部に削孔機を連結し、削孔機に作用する削孔時の反力を、前記上下の固定部からなる固定具を介して法面構造物で受け止めながら、前記上下の固定部内の挿通孔を通じて法面を削孔することを特徴とする削孔方法。   Before the construction of the concrete that constitutes the slope structure as the work surface, the lower fixing part with the top opening closed is installed at the drilling position of the slope structure, and then the slope structure using concrete etc. In addition, the lower fixing part is embedded and fixed in the slope structure, and after the concrete is hardened, the lower fixing part is opened and the upper fixing part is detachably connected to the lower fixing part. Then, connecting a drilling machine to the upper fixed part, while receiving the reaction force at the time of drilling acting on the drilling machine with the slope structure through the fixture consisting of the upper and lower fixed parts, A drilling method, wherein a slope is drilled through an insertion hole in the upper and lower fixing portions. 下部固定部を埋設固定してなる反力受け部材を法面又は地山に設置して、法面又は地山とそれに設置した反力受け部材とで作業面を形成し、次に前記下部固定部に上部固定部を着脱自在に接続し、次に前記上部固定部に削孔機を連結して、前記削孔機に作用する削孔時の反力を、上下の固定部からなる固定具を介して反力受け部材で受け止めながら、前記上下の固定部内の挿通孔を通じて地山を削孔することを特徴とする削孔方法。   A reaction force receiving member formed by embedding and fixing the lower fixing portion is installed on a slope or ground, and a working surface is formed by the slope or ground and the reaction force receiving member installed thereon, and then the lower fixing is performed. The upper fixing part is detachably connected to the upper part, and then a drilling machine is connected to the upper fixing part, and the reaction force acting on the drilling machine is controlled by the upper and lower fixing parts. A drilling method comprising drilling a natural ground through an insertion hole in the upper and lower fixing portions while receiving the reaction force via a reaction force receiving member. 前記下部固定部の上端面が、前記作業面と略面一に配置されるように、前記下部固定部を作業面に埋設固定する請求項17〜19のいずれか1項記載の削孔方法。   The drilling method according to any one of claims 17 to 19, wherein the lower fixing portion is embedded and fixed to the work surface so that an upper end surface of the lower fixing portion is substantially flush with the work surface. 前記削孔機を位置切換え可能にクレーンに吊り下げて、該クレーンによる吊り下げ状態で、前記削孔機により削孔作業を行う請求項17〜20のいずれか1項記載の削孔方法。   The drilling method according to any one of claims 17 to 20, wherein the drilling machine is suspended from a crane so that the position of the drilling machine can be switched, and the drilling operation is performed by the drilling machine in a suspended state by the crane.
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