JP4621858B1 - Building drilling device, suspension attachment, and building drilling method - Google Patents

Building drilling device, suspension attachment, and building drilling method Download PDF

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JP4621858B1
JP4621858B1 JP2009256420A JP2009256420A JP4621858B1 JP 4621858 B1 JP4621858 B1 JP 4621858B1 JP 2009256420 A JP2009256420 A JP 2009256420A JP 2009256420 A JP2009256420 A JP 2009256420A JP 4621858 B1 JP4621858 B1 JP 4621858B1
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partition walls
cylindrical cutter
building
locking member
suspension
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JP2011099300A (en
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勝治 並松
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株式会社さつま工業
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Abstract

【課題】上下区画壁の内部構造に拘わらず、従来より確実に円形除去建材の落下を防止することができる建造物穿孔装置及び建造物穿孔工法の提供を目的とする。
【解決手段】本発明に係る建造物穿孔装置10は、回転出力軸22に円筒形カッタ30と吊下部材40が取り付けられ、吊下部材40の下端部には、水平姿勢と起立姿勢に回動可能な下端係止部材60が備えられている。そして、吊下部材40の長さは、起立姿勢における下端係止部材60の上端が円筒形カッタ30の下端より下方に位置するように設定されている。
【選択図】図12
An object of the present invention is to provide a building drilling device and a building drilling method capable of preventing the fall of a circularly-removed building material more reliably than before, regardless of the internal structure of upper and lower partition walls.
In a building drilling device according to the present invention, a cylindrical cutter and a suspension member are attached to a rotary output shaft, and a lower end portion of the suspension member is rotated in a horizontal posture and a standing posture. A movable lower end locking member 60 is provided. The length of the suspension member 40 is set so that the upper end of the lower end locking member 60 in the standing posture is positioned below the lower end of the cylindrical cutter 30.
[Selection] Figure 12

Description

本発明は、建造物のうち空間を上下に仕切る上下区画壁に対して上方から円筒形カッタを回転駆動させながら降下し、上下区画壁から円形除去建材を切り離すと共に、吊下部材にて円形除去建材を保持して落下を防止可能な建造物穿孔装置、それに用いる吊下アタッチメント、及び建造物穿孔工法に関する。   The present invention descends while rotating the cylindrical cutter from above to the upper and lower partition walls that divide the space up and down in the building, separates the circular removed building material from the upper and lower partition walls, and removes the circular shape with the suspension member The present invention relates to a building drilling device capable of holding a building material and preventing falling, a hanging attachment used therefor, and a building drilling method.

工場、ビル等の建造物における1階から2階へとダクト、パイプ及びケーブル等を取り廻す場合、2階の床面に円筒形カッタを押し付けて1,2階間の上下区画壁に円環状スリットを形成し、その円環状スリットの内側の円形除去建材を除去して、階層間貫通孔を穿孔していた。ここで、上記工事によって発生する比較的小さい上下区画壁の切削片や破片は、1階に落下しても容易に清掃することができるし、受け皿で受け止めることもできる。ところが、円環状スリットの内側の塊(円形除去建材)となると、上記破片等に比べて落下時の衝撃が大きくなるため、受け皿で受け止めることが困難であり、1階の床面を凹ませたり、1階の床面に衝突して広範囲に破片が飛散し、清掃作業に手間がかかるという問題が生じ得た。これに対し、従来の建造物穿孔装置は、円筒形カッタ内の上端面の中心部から垂下した吊下部材の下端部にアンカーを備え、そのアンカーを上下区画壁のうち円形除去建材となる部分に固定してその円形除去建材の落下防止を図っていた(例えば、特許文献1参照)。   When ducts, pipes, cables, etc. are routed from the first floor to the second floor of buildings such as factories and buildings, a cylindrical cutter is pressed against the floor of the second floor and the upper and lower partition walls between the first and second floors are circular A slit was formed, the circular removed building material inside the annular slit was removed, and a through hole between layers was drilled. Here, the cutting pieces and fragments of the comparatively small upper and lower partition walls generated by the above construction can be easily cleaned even when dropped on the first floor, or can be received by a tray. However, if it becomes a lump (circular removal building material) inside the annular slit, the impact at the time of dropping becomes larger than the above-mentioned debris etc., so it is difficult to receive it with a saucer, and the floor of the first floor is recessed. There was a problem that the first floor collided with the floor surface, and fragments were scattered over a wide area, which took time for cleaning work. On the other hand, the conventional building drilling device is provided with an anchor at the lower end portion of the suspension member suspended from the center portion of the upper end surface in the cylindrical cutter, and the anchor is a part of the upper and lower partition walls that becomes the circular removed building material. The circularly-removed building material was prevented from falling by being fixed to (see, for example, Patent Document 1).

WO98/56552号公報(第1図、第8頁9〜14行目)WO 98/56552 (FIG. 1, page 8, lines 9 to 14)

ところで、アンカーは上下区画壁に穿孔された凹部内で下端部を側方に広げて上下区画壁に固定される。このため、上記した従来の建造物穿孔装置では、アンカーの下端部が、上下区画壁に埋設された鉄筋に当接して側方に広がらず、円形除去建材がアンカーから抜け落ちる事態が生じ得た。また、上下区画壁が、中間に防水層を有した積層構造になっている場合、その防水層より上側部分のみがアンカーにて保持され、下側部分が1階へと落下する事態も生じ得た。つまり、上下区画壁の内部構造によっては、円形除去建材の落下防止を十分に果たせない場合が起こり得た。   By the way, the anchor is fixed to the upper and lower partition walls by spreading the lower end side to the side in a recess drilled in the upper and lower partition walls. For this reason, in the above-described conventional building drilling device, the lower end portion of the anchor does not spread laterally in contact with the reinforcing bars embedded in the upper and lower partition walls, and the situation where the circularly removed building material falls off from the anchor may have occurred. In addition, when the upper and lower partition walls have a laminated structure having a waterproof layer in the middle, only the upper part of the waterproof layer is held by the anchor, and the lower part may fall to the first floor. It was. In other words, depending on the internal structure of the upper and lower partition walls, it may happen that the circular removed building material cannot be sufficiently prevented from falling.

本発明は、上記事情に鑑みてなされたもので、上下区画壁の内部構造に拘わらず、従来より確実に円形除去建材の落下を防止することが可能な建造物穿孔装置及び建造物穿孔工法の提供を目的とする。   The present invention has been made in view of the above circumstances, and there is provided a building drilling device and a building drilling method capable of preventing the fall of the circularly-removed building material more reliably than before, regardless of the internal structure of the upper and lower partition walls. For the purpose of provision.

上記目的を達成するためになされた請求項1の発明に係る建造物穿孔装置は、建造物のうち空間を上下に仕切る上下区画壁に対して上方から円筒形カッタを回転駆動させながら降下し、上下区画壁に円環状スリットを切削することで、その円環状スリットの内側の円形除去建材を上下区画壁から切り離して階層間貫通孔を形成すると共に、円筒形カッタ内の上端面の中心部から垂下した吊下部材にて円形除去建材を保持して落下を防止可能な建造物穿孔装置において、吊下部材の下端部に回動可能に連結されて、吊下部材から側方に張り出した張出状態と、その張出状態より側方への張り出し量が小さい待機状態とに変化可能な下端係止部材を設け、待機状態か張出状態かに拘わらず下端係止部材のうち最も上方に位置した最上部が円筒形カッタの下端より下方に配置されるように吊下部材の長さを設定した建造物穿孔装置であって、円筒形カッタは、円筒壁の上端部から内側に張り出したカッタ上端壁の中心部に、上下方向に貫通した取付用雌螺子孔を設けた構造をなし、円筒形カッタの回転駆動源は、取付用雌螺子孔に螺合結合される回転雄螺子シャフトを垂下して備え、回転雄螺子シャフトの長手方向の途中に設けたカッタ位置決め段差部に、取付用雌螺子孔の上端開口縁を突き当てて、円筒形カッタを回転雄螺子シャフトに回り止めすると共に、回転雄螺子シャフトの一部をカッタ上端壁から垂下した状態とし、吊下部材は、円筒形カッタ内で回転雄螺子シャフトに螺合装着されて上下方向に延びているところに特徴を有する。 The building drilling device according to the invention of claim 1 made to achieve the above object descends while rotating the cylindrical cutter from above with respect to the upper and lower partition walls partitioning the space up and down in the building, By cutting the annular slit in the upper and lower partition walls, the circular removed building material inside the annular slit is separated from the upper and lower partition walls to form an inter-level through hole, and from the center of the upper end surface in the cylindrical cutter In a building punching device that can prevent a fall by holding a circularly removed building material with a suspended suspension member, the suspension is connected to the lower end portion of the suspension member so as to be pivotable and projecting laterally from the suspension member. A lower end locking member is provided that can be changed between an extended state and a standby state in which the amount of protrusion to the side is smaller than the extended state. The top position is cylindrical A building drilling machine set the length of the hanging member to be disposed below the lower end of the motor, a cylindrical cutter, the center of the cutter upper wall projecting inwardly from the upper end portion of the cylindrical wall The rotary drive source of the cylindrical cutter is provided with a rotating male screw shaft that is screwed and coupled to the mounting female screw hole. The upper end opening edge of the female screw hole for mounting is abutted against a cutter positioning step provided in the middle of the screw shaft in the longitudinal direction to prevent the cylindrical cutter from rotating around the rotary male screw shaft. The suspension member is characterized in that it is suspended from the upper end wall of the cutter, and the suspension member is screwed and attached to the rotating male screw shaft in the cylindrical cutter and extends in the vertical direction .

請求項2の発明は、請求項1に記載の建造物穿孔装置において、吊下部材の上下方向における中間位置には、その中間位置より上側部分と下側部分とを互いに回転可能に連結する回転許容関節部が設けられたところに特徴を有する。   According to a second aspect of the present invention, in the building perforating apparatus according to the first aspect, at the intermediate position in the vertical direction of the suspension member, the upper part and the lower part of the suspension member are rotatably connected to each other. It has a feature where an allowable joint portion is provided.

請求項の発明は、請求項1又は2に記載の建造物穿孔装置において、下端係止部材は、張出状態で水平方向に延び、その長手方向の中心部が記吊下部材の下端部に回動可能に連結されたところに特徴を有する。 According to a third aspect of the present invention, in the building perforating apparatus according to the first or second aspect , the lower end locking member extends in the horizontal direction in an overhanging state, and the longitudinal center portion thereof is the lower end portion of the hanging member. It is characterized in that it is pivotably connected to the.

請求項の発明は、請求項に記載の建造物穿孔装置において、吊下部材の下端部には、上下方向に平行になって延びた1対の直線部の両端部を1対の半円弧部にて連絡してなる長円形のリングが設けられ、リングの下側の半円弧部が下端係止部材の回動中心に貫通形成された回動中心孔に挿通され、下端係止部材の両端部から回動中心孔の軸方向と略平行な方向に突出し、下端係止部材が待機状態で直線部と干渉して、下端係止部材の待機状態からの回動方向を一方向に限定する回動規制突起と、下端係止部材のうち張出状態で上方を向く面に形成された滑止用凹凸部とを備えたところに特徴を有する。 According to a fourth aspect of the present invention, in the building perforating apparatus according to the third aspect , both ends of a pair of straight portions extending in parallel in the vertical direction are provided at a lower end portion of the suspension member as a pair of half. An oval ring connected to the circular arc part is provided, and a semicircular arc part on the lower side of the ring is inserted into a rotation center hole formed through the rotation center of the lower end locking member , and the lower end locking member protruding from both ends in the axial direction substantially parallel to the direction of the rotational center hole interferes with the straight portion at the lower end engaging member is the standby state, the rotation direction from the standby state of the lower engaging member in one direction It has a feature in that it includes a rotation restricting projection to be limited and a non-slip concavo-convex portion formed on a surface of the lower end locking member facing upward in the overhanging state.

請求項の発明は、請求項1乃至の何れか1の請求項に記載の建造物穿孔装置において、待機状態になっている下端係止部材を、張出状態に付勢する付勢手段を備えたところに特徴を有する。 According to a fifth aspect of the present invention, in the building punching device according to any one of the first to fourth aspects, the urging means for urging the lower end locking member in the standby state into the overhanging state. It has the feature in having.

請求項の発明に係る建造物穿孔工法は、建造物のうち空間を上下に仕切る上下区画壁に対して上方から円筒形カッタを回転駆動させながら降下し、上下区画壁に円環状スリットを切削することで、その円環状スリットの内側の円形除去建材を上下区画壁から切り離して階層間貫通孔を形成すると共に、円筒形カッタ内の上端面の中心部から垂下した吊下部材にて円形除去建材を保持して落下を防止する建造物穿孔工法において、吊下部材の下端部に回動可能に連結されて、吊下部材から側方に張り出した張出状態と、その張出状態より側方への張り出し量が小さい待機状態とに変化可能な下端係止部材を設けておき、上下区画壁のうち円環状スリットを切削する部分の中心に予め吊下孔を貫通形成し、円筒形カッタによる円環状スリットの切削開始時に、待機状態にした下端係止部材の全部又は一部を吊下孔内に配置して、その吊下孔の内面との干渉により下端係止部材を待機状態に保持し、円筒形カッタにて円形除去建材が上下区画壁から切り離される前に、下端係止部材全体を吊下孔の下方に出現させてから下端係止部材を待機状態から張出状態に変化させて、吊下孔の下端開口縁に係止可能な状態にするところに特徴を有する。
請求項7の発明は、請求項6に記載の建造物穿孔工法において、円筒形カッタの回転駆動源を支持する架台を上下区画壁に上下動不能かつ回転不能に固定しておき、回転駆動源の回転出力部に着脱可能に取り付けた事前穿孔用円筒カッタにて、上下区画壁の下端寄り位置まで円環状スリットより小径の小形円環溝を形成し、上下区画壁のうち小形円環溝に囲まれた小形円柱体の上端部に横向きの負荷を付与して下端部から折り、小形円環溝に挿入したフックにて小形円柱体を上方に抜き出し、上下区画壁のうち小形円柱体の下方に残った残存壁を打ち抜いて吊下孔を穿孔し、事前穿孔用円筒カッタを円筒形カッタに取り替えて円環状スリットを切削するところに特徴を有する。
In the building drilling method according to the invention of claim 6, the cylindrical cutter is lowered while being driven to rotate with respect to the upper and lower partition walls partitioning the space up and down in the building, and an annular slit is cut in the upper and lower partition walls. By doing so, the circular removed building material inside the annular slit is separated from the upper and lower partition walls to form a through hole between the layers, and the circular removal is performed by the hanging member suspended from the center of the upper end surface in the cylindrical cutter. In the building drilling method that holds the building material and prevents it from falling, it is connected to the lower end of the suspension member so as to be pivotable, and projects from the suspension member to the side. A lower end locking member that can be changed to a standby state with a small amount of overhang is provided, and a suspension hole is formed in advance at the center of the portion of the upper and lower partition walls where the annular slit is cut, thereby forming a cylindrical cutter. Due to the annular slit At the start of cutting, all or part of the lower end locking member in the standby state is placed in the suspension hole, and the lower end locking member is held in the standby state by interference with the inner surface of the suspension hole. Before the circularly removed building material is separated from the upper and lower partition walls by the cutter, the entire lower end locking member appears below the suspension hole, and then the lower end locking member is changed from the standby state to the overhanging state to suspend It is characterized in that it can be locked to the lower opening edge of the hole.
According to a seventh aspect of the present invention, in the building drilling method according to the sixth aspect of the present invention, a gantry supporting the rotational drive source of the cylindrical cutter is fixed to the upper and lower partition walls so as not to be vertically movable and non-rotatable. In the pre-drilling cylindrical cutter that is detachably attached to the rotation output part, a small annular groove having a smaller diameter than the annular slit is formed to a position near the lower end of the upper and lower partition walls. Apply a lateral load to the upper end of the enclosed small cylindrical body, fold it from the lower end, pull out the small cylindrical body upward with a hook inserted into the small annular groove, and below the small cylindrical body in the upper and lower partition walls The remaining wall is punched out to pierce a suspension hole, and the pre-drilling cylindrical cutter is replaced with a cylindrical cutter to cut an annular slit.

請求項の発明に係る建造物穿孔工法は、建造物のうち空間を上下に仕切る上下区画壁に対して上方から円筒形カッタを回転駆動させながら降下し、上下区画壁に円環状スリットを切削することで、その円環状スリットの内側の円形除去建材を上下区画壁から切り離して階層間貫通孔を形成すると共に、吊下部材にて円形除去建材を保持して落下を防止する建造物穿孔工法において、円筒形カッタを含む回転駆動部の回転中心を上下方向に貫通した吊下部材挿通孔を設けておき、上下区画壁のうち円環状スリットを切削する部分の中心に予め吊下孔を貫通形成し、建造物に固定された吊下支持ベースにて、吊下部材挿通孔の上方で吊下部材を支持して、その吊下部材を吊下部材挿通孔及び吊下孔に挿通すると共に、吊下部材の下端部に備えた下端係止部材を円形除去建材の下面に係止させた後で、円形除去建材を上下区画壁から切り離す建造物穿孔工法であって、円筒形カッタの回転駆動源を支持する架台を上下区画壁に上下動不能かつ回転不能に固定しておき、回転駆動源の回転出力部に着脱可能に取り付けた事前穿孔用円筒カッタにて、上下区画壁の下端寄り位置まで円環状スリットより小径の小形円環溝を形成し、上下区画壁のうち小形円環溝に囲まれた小形円柱体の上端部に横向きの負荷を付与して下端部から折り、小形円環溝に挿入したフックにて小形円柱体を上方に抜き出し、上下区画壁のうち小形円柱体の下方に残った残存壁を打ち抜いて吊下孔を穿孔し、事前穿孔用円筒カッタを円筒形カッタに取り替えて円環状スリットを切削するところに特徴を有する。 In the building drilling method according to the invention of claim 8, the cylindrical cutter is lowered while being driven to rotate with respect to the upper and lower partition walls partitioning the space up and down in the building, and an annular slit is cut in the upper and lower partition walls. By doing so, the circular removed building material inside the annular slit is separated from the upper and lower partition walls to form an inter-level through hole, and the circular removed building material is held by the suspension member to prevent falling. , A suspension member insertion hole penetrating the rotation center of the rotary drive unit including the cylindrical cutter in the vertical direction is provided, and the suspension hole is previously penetrated in the center of the upper and lower partition walls where the annular slit is cut. In the suspension support base formed and fixed to the building, the suspension member is supported above the suspension member insertion hole, and the suspension member is inserted into the suspension member insertion hole and the suspension hole. , Provided at the lower end of the suspension member The Tangakaritome member after is engaged to the lower surface of the circular removal building materials, a building drilling method to separate the circular removal building material from the upper and lower partition wall, frame a vertical partition wall for supporting the rotary drive source of the cylindrical cutter In a pre-drilling cylindrical cutter that is fixed so that it cannot be moved up and down and cannot be rotated, and is attached to the rotation output part of the rotation drive source. A small cylinder is formed with a hook that forms an annular groove, applies a lateral load to the upper end of the small cylindrical body surrounded by the small annular groove in the upper and lower partition walls, folds from the lower end, and is inserted into the small annular groove The body is extracted upward, the remaining wall left below the small cylindrical body is punched out of the upper and lower partition walls, the suspension hole is drilled, the cylindrical cutter for pre-drilling is replaced with the cylindrical cutter, and the annular slit is cut . It has the characteristics.

請求項の発明に係る吊下アタッチメントは、建造物のうち空間を上下に仕切る上下区画壁に円筒形カッタを上方から押しつけて階層間貫通孔を形成する建造物穿孔装置に着脱可能に取り付けられ、円筒形カッタによって上下区画壁から切り取られる円形除去建材の落下を防止する吊下アタッチメントであって、円筒形カッタは、円筒壁の上端部から内側に張り出したカッタ上端壁の中心部に、上下方向に貫通した取付用雌螺子孔を設けた構造をなしかつ、前記円筒形カッタの回転駆動源は、取付用雌螺子孔に螺合結合される回転雄螺子シャフトを垂下して備え、回転雄螺子シャフトの長手方向の途中に設けたカッタ位置決め段差部に、取付用雌螺子孔の上端開口縁を突き当てて、円筒形カッタを回転雄螺子シャフトに回り止めすると共に、回転雄螺子シャフトの一部をカッタ上端壁から垂下した状態になる建造物穿孔装置用の吊下アタッチメントにおいて、上下方向に延びかつ円筒形カッタ内で回転雄螺子シャフトに螺合装着されて円筒形カッタ内の上端面の中心部に着脱可能に取り付けられて垂下した状態になる吊下部材と、吊下部材の下端部に回動可能に連結されて、側方に張り出した張出状態と、その張出状態より側方への張り出し量が小さい待機状態とに変化可能な下端係止部材とを備えてなるところに特徴を有する。 The hanging attachment according to the invention of claim 9 is detachably attached to a building punching device that forms a through hole between layers by pressing a cylindrical cutter from above to an upper and lower partition wall that partitions a space up and down in the building. A hanging attachment for preventing the fall of the circularly removed building material cut from the upper and lower partition walls by the cylindrical cutter. The cylindrical cutter is arranged at the center of the upper end wall of the cutter projecting inward from the upper end of the cylindrical wall. The rotation drive source of the cylindrical cutter has a structure in which a rotating male screw shaft that is threadably coupled to the mounting female screw hole is suspended from the rotating male screw shaft. While the upper end opening edge of the female screw hole for mounting is abutted against the cutter positioning step provided in the middle of the longitudinal direction of the screw shaft, the cylindrical cutter is prevented from rotating around the rotating male screw shaft, Rolling in hanging under attachment for buildings drilling apparatus comprising a pendent state a part of the male screw shaft from the cutter upper end wall, vertically extending and being screwed attached to the rotating male screw shaft in the cylindrical cutter cylinder A suspended member that is detachably attached to the center of the upper end surface in the cutter, and a projecting state that is pivotally connected to the lower end of the suspended member and projects laterally; It has a feature in that it is provided with a lower end locking member that can be changed to a standby state in which the amount of lateral extension is smaller than that in the extended state.

[請求項1の発明]
請求項1の建造物穿孔装置によって上下区画壁に階層間貫通孔を穿孔する場合には、その上下区画壁に予め吊下孔を貫通形成しておき、その吊下孔を中心にして円筒形カッタにて上下区画壁に円環状スリットを切削して行けばよい。すると、円筒形カッタの下端部が上下区画壁内を下方に移動するに従って、即ち、円環状スリットが深まるに従って、円筒形カッタの中心部から垂下した吊下部材が吊下孔内を下方に進む。そして、円筒形カッタの下端部が上下区画壁の下面寄り位置に到ったところで、吊下部材の下端部が吊下孔の下方に出現する。ここで、吊下部材の下端部には、下端係止部材が回動可能に連結され、その下端係止部材は、吊下部材から側方に張り出した張出状態と、その張出状態より側方への張り出し量が小さい待機状態とに変化可能になっている。また、待機状態か張出状態かに拘わらず下端係止部材のうち最も上方に位置した最上部が円筒形カッタの下端より下方に配置されるように吊下部材の長さが設定されている。これらにより、円筒形カッタの下端部が上下区画壁の下面寄り位置に到ったところで、下端係止部材全体が吊下孔の下方に出現し、その下端係止部材を待機状態から張出状態に変化させて、下端係止部材が円環状スリットの内側の円形除去建材を下方で待ち構えた状態にすることができる。そして、円形除去建材が円筒形カッタによって上下区画壁から切り離されたときに、その円形除去建材が下端係止部材にて下方から支持されて落下が防止される。このように、本発明の建造物穿孔装置では、円形除去建材を下端係止部材にて下方から支持するので、上下区画壁の内部構造に拘わらず、従来より確実に円形除去建材の落下を防止することが可能になる。また、本発明の構成によれば、円筒形カッタは、円筒壁の上端部から内側に張り出したカッタ上端壁の中心部に、上下方向に貫通した取付用雌螺子孔を設けた構造をなし、円筒形カッタの回転駆動源は、取付用雌螺子孔に螺合結合される回転雄螺子シャフトを垂下して備え、回転雄螺子シャフトの長手方向の途中に設けたカッタ位置決め段差部に、取付用雌螺子孔の上端開口縁を突き当てて、円筒形カッタを回転雄螺子シャフトに回り止めすると共に、回転雄螺子シャフトの一部がカッタ上端壁から垂下した状態となる。従来の建造物穿孔装置が存在する場合には、円筒形カッタ内で回転雄螺子シャフトに吊下部材を螺合装着することで、従来の建造物穿孔装置を本発明に係る建造物穿孔装置に容易に変更することができる。
[Invention of Claim 1]
In the case of drilling the through hole between the upper and lower partition walls by the building punching device according to claim 1, a suspension hole is formed in advance in the upper and lower partition wall, and the cylindrical shape is centered on the suspension hole. An annular slit may be cut in the upper and lower partition walls with a cutter. Then, as the lower end portion of the cylindrical cutter moves downward in the upper and lower partition walls, that is, as the annular slit deepens, the suspension member suspended from the central portion of the cylindrical cutter advances downward in the suspension hole. . When the lower end of the cylindrical cutter reaches the position near the lower surface of the upper and lower partition walls, the lower end of the hanging member appears below the hanging hole. Here, the lower end locking member is rotatably connected to the lower end portion of the hanging member, and the lower end locking member is extended from the hanging member to the side and from the protruding state. It is possible to change to a standby state in which the amount of lateral protrusion is small. In addition, the length of the suspension member is set so that the uppermost uppermost portion of the lower end locking member is disposed below the lower end of the cylindrical cutter regardless of the standby state or the extended state. . As a result, when the lower end of the cylindrical cutter reaches a position near the lower surface of the upper and lower partition walls, the entire lower end locking member appears below the suspension hole, and the lower end locking member is extended from the standby state. The lower end locking member can be kept waiting for the circular removed building material inside the annular slit. When the circular removed building material is separated from the upper and lower partition walls by the cylindrical cutter, the circular removed building material is supported from below by the lower end locking member to prevent the fall. Thus, in the building drilling apparatus of the present invention, the circular removed building material is supported from below by the lower end locking member, so that the circular removed building material can be prevented from falling more reliably than before regardless of the internal structure of the upper and lower partition walls. It becomes possible to do. Further, according to the configuration of the present invention, the cylindrical cutter has a structure in which a female screw hole for attachment penetrating in the vertical direction is provided in the center portion of the cutter upper end wall projecting inward from the upper end portion of the cylindrical wall, The rotational drive source of the cylindrical cutter includes a rotating male screw shaft that is screwed into the female screw hole for attachment, and is attached to a cutter positioning step provided in the longitudinal direction of the rotating male screw shaft. The upper end opening edge of the female screw hole is abutted to prevent the cylindrical cutter from rotating around the rotating male screw shaft, and a part of the rotating male screw shaft is suspended from the upper end wall of the cutter. In the case where a conventional building drilling device exists, the conventional building drilling device is added to the building drilling device according to the present invention by screwing and attaching the suspension member to the rotating male screw shaft in the cylindrical cutter. It can be easily changed.

[請求項2の発明]
請求項2の建造物穿孔装置によれば、吊下部材に備えた回転許容関節部によって、吊下部材の下端部の下端係止部材が、円筒形カッタと一体回転することが防がれる。これにより、下端係止部材が回転して吊下孔の内面と衝突し、破損するような事態を防ぐことができる。
[Invention of claim 2]
According to the building punching device of the second aspect, the rotation-permissible joint provided in the suspension member prevents the lower end locking member at the lower end portion of the suspension member from rotating integrally with the cylindrical cutter. Thereby, the situation where a lower end locking member rotates and it collides with the inner surface of a suspension hole, and can be prevented can be prevented.

[請求項3,4の発明]
下端係止部材を、その下端部を中心に回動し、起立して待機状態となる一方、倒れて張出状態になる構造にして吊下部材の下端部に複数設けてもよいし、請求項の発明のように、下端係止部材は、張出状態で水平方向に延び、その長手方向の中心部を吊下部材の下端部に回動可能に連結した構造にしてもよい。この請求項の発明によれば、下端係止部材の構造の簡素化が図られる。請求項の構成とした場合、請求項の発明によれば、下端係止部材が待機状態から回動する方向が一方向に限定され、常に、下端係止部材のうち滑止用凹凸部を備えた面を円形除去建材に当接させることができる。そして、滑止用凹凸部を円形除去建材に食い込ませて、円形除去建材を安定させることが可能になる。
[Inventions of Claims 3 and 4 ]
A plurality of lower end locking members may be provided at the lower end portion of the suspension member, with the lower end locking member pivoting about the lower end portion thereof and standing up to be in a standby state while falling and projecting. As in the invention of Item 3 , the lower end locking member may extend in the horizontal direction in an overhanging state, and may have a structure in which the center portion in the longitudinal direction is rotatably connected to the lower end portion of the suspension member. According to the invention of claim 3 , the structure of the lower end locking member can be simplified. When it is set as the structure of Claim 3 , according to invention of Claim 4 , the direction in which a lower end latching member rotates from a standby state is limited to one direction, and the uneven | corrugated | grooved part for antiskid always is among the lower end latching members. The surface provided with can be brought into contact with the circularly removed building material. And the uneven | corrugated | grooving part for anti-slip | dips can be made to bite into a circular removal building material, and it becomes possible to stabilize a circular removal building material.

[請求項の発明]
請求項の建造物穿孔装置によれば、円筒形カッタの下端部が上下区画壁の下面寄り位置に到ったところで、下端係止部材全体が吊下孔の下方に出現し、その下端係止部材が付勢手段の付勢によって自動的に待機状態から張出状態に変化する。
[Invention of claim 5 ]
According to the building punching device of claim 5 , when the lower end portion of the cylindrical cutter reaches the position near the lower surface of the upper and lower partition walls, the entire lower end locking member appears below the suspension hole, The stop member automatically changes from the standby state to the overhanging state by the urging force of the urging means.

[請求項の発明]
請求項の建造物穿孔工法では、上下区画壁に予め吊下孔を貫通形成しておき、その吊下孔を中心にして円筒形カッタにて上下区画壁に円環状スリットを切削して行く。すると、円筒形カッタの下端部が上下区画壁内を下方に移動するに従って、円筒形カッタの中心部から垂下した吊下部材が吊下孔内を下方に進む。そして、円筒形カッタの下端部が上下区画壁の下面寄り位置に到ったところで、吊下部材の下端部に備えた下端係止部材が吊下孔の下方に出現するので、下端係止部材を待機状態から張出状態に変化させて、下端係止部材が円環状スリットの内側の円形除去建材を下方で待ち構えた状態にすることができる。そして、円形除去建材が円筒形カッタによって上下区画壁から切り離されたときに、その円形除去建材が下端係止部材にて下方から支持されて落下が防止される。このように、本発明の建造物穿孔装置では、円形除去建材を下端係止部材にて下方から支持するので、上下区画壁の内部構造に拘わらず、従来より確実に円形除去建材の落下を防止することが可能になる。
[請求項7の発明]
請求項7の建造物穿孔工法によれば、事前穿孔用円筒カッタと円筒形カッタと同じ回転駆動源に交換して取り付けて使用するので、回転駆動源の有効利用が図られる。また、事前穿孔用円筒カッタにて上下区画壁に小形円環溝を形成し、その小形円環溝に囲まれた小形円柱体の上端部に横向きの負荷を付与して下端部から折り、小形円環溝に挿入したフックにて小形円柱体を上方に抜き出してから、上下区画壁のうち小形円柱体の下方に残った残存壁を打ち抜いて吊下孔を穿孔するので、小形円柱体が上下区画壁の下方に落下することもない。
[Invention of claim 6 ]
In the construction drilling method according to claim 6, a suspension hole is formed in advance in the upper and lower partition walls, and an annular slit is cut in the upper and lower partition walls with a cylindrical cutter around the suspension hole. . Then, as the lower end portion of the cylindrical cutter moves downward in the upper and lower partition walls, the suspension member suspended from the center portion of the cylindrical cutter advances downward in the suspension hole. And, when the lower end of the cylindrical cutter reaches the position near the lower surface of the upper and lower partition walls, the lower end locking member provided at the lower end of the hanging member appears below the hanging hole. Can be changed from the standby state to the overhanging state so that the lower end locking member is waiting for the circular removed building material inside the annular slit in the downward direction. When the circular removed building material is separated from the upper and lower partition walls by the cylindrical cutter, the circular removed building material is supported from below by the lower end locking member to prevent the fall. Thus, in the building drilling apparatus of the present invention, the circular removed building material is supported from below by the lower end locking member, so that the circular removed building material can be prevented from falling more reliably than before regardless of the internal structure of the upper and lower partition walls. It becomes possible to do.
[Invention of Claim 7]
According to the building drilling method of the seventh aspect, since the pre-drilling cylindrical cutter and the cylindrical cutter are used after being exchanged for the same rotary drive source, the rotary drive source can be effectively used. In addition, a small circular groove is formed in the upper and lower partition walls with a pre-drilling cylindrical cutter, a lateral load is applied to the upper end of the small cylindrical body surrounded by the small circular groove, and the small circular groove is folded from the lower end. After pulling out the small cylinder with the hook inserted in the annular groove, the remaining wall below the small cylinder is punched out of the upper and lower partition walls, and the suspension hole is drilled. It does not fall below the partition wall.

[請求項の発明]
請求項の建造物穿孔工法では、建造物穿孔装置のうち円筒形カッタを含む回転駆動部の回転中心を上下方向に貫通した吊下部材挿通孔を設けておき、上下区画壁のうち円環状スリットを切削する部分の中心に予め吊下孔を貫通形成し、建造物に固定された吊下支持ベースにて、吊下部材挿通孔の上方で吊下部材を支持して、その吊下部材を吊下部材挿通孔及び吊下孔に挿通すると共に、吊下部材の下端部に備えた下端係止部材を円形除去建材の下面に係止させた後で、円形除去建材を上下区画壁から切り離す。このように、本発明の建造物穿孔装置では、円形除去建材を下端係止部材にて下方から支持するので、上下区画壁の内部構造に拘わらず、従来より確実に円形除去建材の落下を防止することが可能になる。また、事前穿孔用円筒カッタと円筒形カッタと同じ回転駆動源に交換して取り付けて使用するので、回転駆動源の有効利用が図られる。また、事前穿孔用円筒カッタにて上下区画壁に小形円環溝を形成し、その小形円環溝に囲まれた小形円柱体の上端部に横向きの負荷を付与して下端部から折り、小形円環溝に挿入したフックにて小形円柱体を上方に抜き出してから、上下区画壁のうち小形円柱体の下方に残った残存壁を打ち抜いて吊下孔を穿孔するので、小形円柱体が上下区画壁の下方に落下することもない。
[Invention of Claim 8 ]
In the building drilling method according to claim 8 , a suspension member insertion hole penetrating in the vertical direction through the rotation center of the rotary drive unit including the cylindrical cutter in the building drilling device is provided, and an annular shape is formed in the upper and lower partition walls. A suspension hole is formed in advance in the center of the portion where the slit is cut, and the suspension member is supported above the suspension member insertion hole by a suspension support base fixed to the building. Is inserted into the suspension member insertion hole and the suspension hole, and the lower end locking member provided at the lower end of the suspension member is engaged with the lower surface of the circular removal building material, and then the circular removal building material is removed from the upper and lower partition walls. Separate. Thus, in the building drilling apparatus of the present invention, the circular removed building material is supported from below by the lower end locking member, so that the circular removed building material can be prevented from falling more reliably than before regardless of the internal structure of the upper and lower partition walls. It becomes possible to do. In addition, since the pre-drilling cylindrical cutter and the cylindrical cutter are replaced with the same rotational drive source and used, the rotational drive source can be effectively used. In addition, a small circular groove is formed in the upper and lower partition walls with a pre-drilling cylindrical cutter, a lateral load is applied to the upper end of the small cylindrical body surrounded by the small circular groove, and the small circular groove is folded from the lower end. After pulling out the small cylinder with the hook inserted in the annular groove, the remaining wall below the small cylinder is punched out of the upper and lower partition walls, and the suspension hole is drilled. It does not fall below the partition wall.

[請求項の発明]
請求項の構成によれば、待機状態か張出状態かに拘わらず下端係止部材のうち最も上方に位置した最上部が円筒形カッタの下端より下方に配置されるように吊下部材の長さを設定することで、従来の建造物穿孔装置を請求項1に記載の建造物穿孔装置に容易に変更することができる。なお、吊下部材の長さは、長さ調整機構によって調整可能であってもよいし、一定の長さに固定されていてもよい。
[Invention of claim 9 ]
According to the configuration of the ninth aspect, regardless of the standby state or the overhanging state, the suspension member is arranged such that the uppermost uppermost portion of the lower end locking members is disposed below the lower end of the cylindrical cutter. By setting the length, the conventional building drilling device can be easily changed to the building drilling device described in claim 1. Note that the length of the suspension member may be adjustable by a length adjustment mechanism, or may be fixed to a certain length.

本発明の第1実施形態に係る建造物穿孔装置の斜視図The perspective view of the building drilling apparatus which concerns on 1st Embodiment of this invention. 円筒形カッタの側断面図Side sectional view of cylindrical cutter 直立姿勢の下端係止部材の正面図Front view of the lower end locking member in the upright position 直立姿勢の下端係止部材の側面図Side view of the lower end locking member in the upright position 建造物穿孔装置の事前穿孔用円筒カッタを装着した状態の斜視図Perspective view of a state where a cylindrical cutter for pre-drilling of a building drilling device is mounted 事前穿孔用円筒カッタの側断面図Side cross-sectional view of pre-drilling cylindrical cutter 事前穿孔用円筒カッタにて切削されている上下区画壁の側断面図Side cross-sectional view of the upper and lower section walls cut with a pre-drilling cylindrical cutter 小形円柱体の下端部を折った状態の上下区画壁の側断面図Side sectional view of the upper and lower compartment walls with the bottom end of the small cylinder folded 小形円柱体を排除する途中の状態の上下区画壁の側断面図Side sectional view of the upper and lower partition walls in the middle of eliminating the small cylinder 円筒形カッタにて切削されている上下区画壁の側断面図Side sectional view of the upper and lower section walls cut by a cylindrical cutter 下端係止部材が吊下孔を通過した状態の上下区画壁の側断面図Side sectional view of the upper and lower partition walls with the lower end locking member passing through the suspension hole 円形除去建材が切り離された状態の上下区画壁の側断面図Side cross-sectional view of the upper and lower section walls with the circular removed building material separated ストッパの斜視図Perspective view of stopper 本発明の第2実施形態に係る建造物穿孔装置の側面図Side view of a building drilling device according to a second embodiment of the present invention. 円筒形カッタにて切削されている上下区画壁の側断面図Side sectional view of the upper and lower section walls cut by a cylindrical cutter 変形例に係る側断面図Side sectional view according to modification 変形例に係る側面図Side view according to modification 変形例に係る側面図Side view according to modification 変形例に係る側面図Side view according to modification

[第1実施形態]
以下、本発明の実施形態を図1〜図13に基づいて説明する。本実施形態の建造物穿孔装置10は、図1に示すように、円筒形カッタ30を回転駆動するための回転駆動源21を、昇降機構11によって上下動可能に支持した構造になっている。その昇降機構11は、固定ベース12と可動ベース16とからなる。固定ベース12は、建造物の床面に図示しないアンカーにて固定される固定盤13から垂直に角柱状の支柱14を起立させた構造をなしている。また、支柱14の一側面には、上下方向に延びたラック15が取り付けられ、可動ベース16の落下を防止するためのストッパ118が着脱可能に備えられている。具体的には、ストッパ118は、上面視コの字形状をなして、後端部のボルト118B(図13参照)の締め付けによって固定され、取り付け位置が上下に変更可能になっている。また、ストッパ118の前端部には、ラック15と噛合するように係止突起118T,118Tが後方に向かって突出形成されている。そして、ストッパ118の上下の面118S(図13には下面のみ示されている)には、図示しない緩衝材シートが敷設されている。
[First Embodiment]
Hereinafter, embodiments of the present invention will be described with reference to FIGS. As shown in FIG. 1, the building punching device 10 of the present embodiment has a structure in which a rotary drive source 21 for rotationally driving a cylindrical cutter 30 is supported by an elevating mechanism 11 so as to be movable up and down. The lifting mechanism 11 includes a fixed base 12 and a movable base 16. The fixed base 12 has a structure in which a prismatic column 14 is erected vertically from a fixed platen 13 fixed to a floor of a building with an anchor (not shown). A rack 15 extending in the vertical direction is attached to one side surface of the support column 14, and a stopper 118 for preventing the movable base 16 from falling is detachably provided. Specifically, the stopper 118 has a U-shape when viewed from above and is fixed by tightening a bolt 118B (see FIG. 13) at the rear end, so that the mounting position can be changed up and down. Further, locking protrusions 118T and 118T are formed at the front end portion of the stopper 118 so as to protrude rearward so as to mesh with the rack 15. A buffer material sheet (not shown) is laid on the upper and lower surfaces 118S of the stopper 118 (only the lower surface is shown in FIG. 13).

可動ベース16は、支柱14に上下動可能に嵌合されたベース本体17を有している。そのベース本体17の内側には、ラック15に噛合した図示しないピニオンが備えられ、そのピニオンと一体回転する回転シャフト18のうちベース本体17の一側面から外側に突出した部分を、径方向に操作バー19が直動可能に貫通している。そして、この操作バー19の操作により可動ベース16を支柱14に沿って上下動させることができる。なお、操作バー19の両端部には抜け止め用の球形ストッパ19A,19Aが取り付けられている。   The movable base 16 has a base body 17 fitted to the support column 14 so as to be movable up and down. A pinion (not shown) meshed with the rack 15 is provided inside the base main body 17, and a portion of the rotating shaft 18 that rotates integrally with the pinion that protrudes outward from one side surface of the base main body 17 is operated in the radial direction. The bar 19 penetrates through the linear movement. The movable base 16 can be moved up and down along the support column 14 by operating the operation bar 19. In addition, spherical stoppers 19A and 19A for retaining are attached to both ends of the operation bar 19.

可動ベース16の前面には回転駆動源21が固定されている。回転駆動源21は、モータ21Mの下端部に減速機21Gを一体に組み付けて構造をなし、回転駆動源21の下端部から下方に回転出力軸22が延びている。また、可動ベース16の後面には、回転駆動源21を起動・停止等するための図示しない操作スイッチが備えられると共に、門形の持ち手部23が突出形成されている。   A rotational drive source 21 is fixed to the front surface of the movable base 16. The rotational drive source 21 has a structure in which a speed reducer 21G is integrally assembled with a lower end portion of a motor 21M, and a rotational output shaft 22 extends downward from the lower end portion of the rotational drive source 21. Further, on the rear surface of the movable base 16, an operation switch (not shown) for starting and stopping the rotation drive source 21 is provided, and a portal handle portion 23 is formed to protrude.

回転駆動源21の回転出力軸22は、図2に示すように、軸方向の中間部より下側部分が本発明に係る回転雄螺子シャフト25になっていて、そこに円筒形カッタ30が螺合装着されている。円筒形カッタ30は、円筒壁31の上端部をカッタ上端壁32で閉塞した上端有底、下端開放の円筒構造になっている。カッタ上端壁32の中心部からは上方に連結スリーブ33が突出し、その連結スリーブ33の内側部分は、上下方向に貫通した取付用雌螺子孔34になっている。そして、取付用雌螺子孔34に回転雄螺子シャフト25が螺合結合されると共に、回転出力軸22のうち回転雄螺子シャフト25より上側の大径部26と下端面26A(本発明に係る「カッタ位置決め段差部」に相当する)に連結スリーブ33が当接した状態になっている。また、円筒壁31の下端部には、周方向に沿って複数の切削歯35が設けられている。なお、本実施形態では円筒形カッタ30の外径は、250〜600[mm]になっている。   As shown in FIG. 2, the rotary output shaft 22 of the rotary drive source 21 has a rotary male screw shaft 25 according to the present invention at a lower portion than an axial intermediate portion, and a cylindrical cutter 30 is screwed there. It is fitted. The cylindrical cutter 30 has a cylindrical structure in which the upper end of the cylindrical wall 31 is closed by the cutter upper end wall 32 and the bottom is opened and the lower end is opened. A connecting sleeve 33 protrudes upward from the center of the cutter upper end wall 32, and an inner portion of the connecting sleeve 33 is a female screw hole 34 for attachment penetrating in the vertical direction. Then, the rotating male screw shaft 25 is screwed into the female screw hole 34 for attachment, and the large-diameter portion 26 and the lower end surface 26A of the rotating output shaft 22 above the rotating male screw shaft 25 (refer to “the present invention”). The connection sleeve 33 is in contact with the cutter positioning step portion. A plurality of cutting teeth 35 are provided at the lower end of the cylindrical wall 31 along the circumferential direction. In the present embodiment, the outer diameter of the cylindrical cutter 30 is 250 to 600 [mm].

円筒形カッタ30が回転雄螺子シャフト25に螺合装着された状態で、回転雄螺子シャフト25の一部は、円筒形カッタ30のカッタ上端壁32から垂下した状態になる。そして、円筒形カッタ30内で回転雄螺子シャフト25に吊下アタッチメント140が取り付けられている。   In a state where the cylindrical cutter 30 is screwed onto the rotary male screw shaft 25, a part of the rotary male screw shaft 25 is suspended from the cutter upper end wall 32 of the cylindrical cutter 30. A hanging attachment 140 is attached to the rotating male screw shaft 25 in the cylindrical cutter 30.

吊下アタッチメント140は、吊下部材40の下端部に下端係止部材60を連結してなり、その吊下部材40は、連結シャフト41の下端部にチェーン50を連結してなる。連結シャフト41は、上下方向に延びて、その中間部分より上側が大径部41A、下側が小径部41Bになっている。大径部41Aの中心には、上端面に開放した第1雌ネジ部43が備えられ、小径部41Bの中心には、下端面に開放した第2雌ネジ部44が備えられている。そして、第1雌ネジ部43を回転雄螺子シャフト25に螺合装着し、吊下部材40の上端面を円筒形カッタ30の内部上面に突き当てた状態にして連結シャフト41が回転雄螺子シャフト25に固定されている。これにより、吊下アタッチメント140は、円筒形カッタ30と一体になって回転する。   The suspension attachment 140 is configured by connecting a lower end locking member 60 to the lower end portion of the suspension member 40, and the suspension member 40 is configured by connecting the chain 50 to the lower end portion of the connection shaft 41. The connecting shaft 41 extends in the up-down direction, and has a large-diameter portion 41A on the upper side and a small-diameter portion 41B on the lower side from the middle portion. At the center of the large diameter portion 41A, a first female screw portion 43 opened at the upper end surface is provided, and at the center of the small diameter portion 41B, a second female screw portion 44 opened at the lower end surface is provided. Then, the first female thread portion 43 is screwed and attached to the rotary male screw shaft 25 so that the upper end surface of the suspension member 40 is abutted against the inner upper surface of the cylindrical cutter 30 so that the connecting shaft 41 is the rotary male screw shaft. 25 is fixed. Thereby, the suspension attachment 140 rotates integrally with the cylindrical cutter 30.

第2雌ネジ部44には、調整ボルト42が螺合結合され、その螺合深さを変更することで調整ボルト42を連結シャフト41における上下方向の任意の位置に移動することができる。また、調整ボルト42の下端部には、回転許容関節部45を介してチェーン50が連結されている。回転許容関節部45は、第1可動部46と第2可動部47とを上下に並べて備えている。それら第1可動部46と第2可動部47とは、上下方向に延びた回転軸を中心にして相互に回転可能でかつ互いに上下方向で分離不能に連結されている。   An adjustment bolt 42 is screwed to the second female screw portion 44, and the adjustment bolt 42 can be moved to an arbitrary position in the vertical direction of the connecting shaft 41 by changing the screwing depth. Further, the chain 50 is connected to the lower end portion of the adjustment bolt 42 via a rotation allowable joint portion 45. The rotation allowable joint portion 45 includes a first movable portion 46 and a second movable portion 47 arranged vertically. The first movable portion 46 and the second movable portion 47 are connected to each other around the rotation axis extending in the vertical direction so as to be mutually rotatable and inseparable from each other in the vertical direction.

第1可動部46からは上方に支持シャフト46Sが延び、その支持シャフト46Sが調整ボルト42の軸芯部分に固定されている。一方、第2可動部47には、水平方向に連結孔47Aが貫通形成され、その連結孔47Aに、チェーン50が連結されている。より具体的には、チェーン50を構成する複数のチェーン構成リング51のうち上端部のチェーン構成リング51が挿通されている。なお、各チェーン構成リング51は、図4に示すように、上下方向に平行になって延びた1対の直線部51A,51Aの両端部の間を半円弧状の半円弧部51B,51Bにて連絡した長円形をなし、チェーン50のうち上端部と下端部のチェーン構成リング51における一方の直線部51Aには図示しない切り欠き部が設けられ、その切り欠き部を連絡ナット51Cにて塞いだ状態と、開放した状態とに変更することができるようになっている。   A support shaft 46 </ b> S extends upward from the first movable portion 46, and the support shaft 46 </ b> S is fixed to the shaft core portion of the adjustment bolt 42. On the other hand, a connecting hole 47A is formed through the second movable portion 47 in the horizontal direction, and the chain 50 is connected to the connecting hole 47A. More specifically, the chain constituting ring 51 at the upper end of the plurality of chain constituting rings 51 constituting the chain 50 is inserted. As shown in FIG. 4, each chain constituting ring 51 has a semicircular arc-shaped semicircular arc portion 51B, 51B between both ends of a pair of linear portions 51A, 51A extending in parallel in the vertical direction. A notch (not shown) is provided in one straight portion 51A of the chain constituting ring 51 at the upper end and the lower end of the chain 50, and the notch is closed with a connecting nut 51C. It can be changed between the open state and the open state.

さて、チェーン50の下端部のチェーン構成リング51には、下端係止部材60が取り付けられている。具体的には、下端係止部材60は、図3に示すように、全体が略帯板状をなし、その重心位置(即ち、下端係止部材60の長手方向の中心でかつ幅方向の略中心位置)に回動中心孔63が貫通形成されている。そして、回動中心孔63にチェーン構成リング51における半円弧部51Bが挿通され、下端係止部材60は、重心位置を中心に水平軸回りに回動可能に保持される。   Now, a lower end locking member 60 is attached to the chain constituting ring 51 at the lower end of the chain 50. Specifically, as shown in FIG. 3, the lower end locking member 60 has a substantially band plate shape as a whole, and its center of gravity (that is, the center in the longitudinal direction of the lower end locking member 60 and the width direction). A rotation center hole 63 is formed through the center position. And the semicircular arc part 51B in the chain structure ring 51 is penetrated by the rotation center hole 63, and the lower end locking member 60 is hold | maintained so that rotation around a horizontal axis centering on a gravity center position is possible.

下端係止部材60の幅方向の一端に位置した一側面には、複数の滑止突起62(本発明の「滑止用凹凸部」に相当する)が突出形成されている。各滑止突起62は、略三角形になっていて先端が尖っている。そして、係止突起62は、下端係止部材60の長手方向の中心に対して左右対称に複数ずつ配置されている(図2参照)。   A plurality of anti-slip protrusions 62 (corresponding to the “non-slip uneven portion” of the present invention) are formed on one side surface located at one end in the width direction of the lower end locking member 60. Each non-slip protrusion 62 is substantially triangular and has a sharp tip. A plurality of the locking protrusions 62 are arranged symmetrically with respect to the longitudinal center of the lower end locking member 60 (see FIG. 2).

下端係止部材60のうち滑止突起62群が形成された一側面と反対の一側面側の両角部には、それぞれ下端係止部材60の板厚方向に雌螺子孔60Nが貫通形成され、それら1対の雌螺子孔60N,60Nに回動規制用ボルト61,61が螺合している。より詳細には、図4に示すように、一方の回動規制用ボルト61は、下端係止部材60の表裏の一方の面にボルトヘッド61Hが配置され、他方の回動規制用ボルト61は、下端係止部材60の表裏の他方の面にボルトヘッド61Hが配置された状態で螺合している。   Female screw holes 60N are formed in the opposite corners of one side of the lower end locking member 60 opposite to the side where the anti-slip protrusions 62 are formed, in the thickness direction of the lower end locking member 60, respectively. The rotation restricting bolts 61 and 61 are screwed into the pair of female screw holes 60N and 60N. More specifically, as shown in FIG. 4, one rotation restricting bolt 61 has a bolt head 61 </ b> H disposed on one surface on the front and back of the lower end locking member 60, and the other rotation restricting bolt 61 is The bolt head 61H is screwed onto the other surface of the front and back surfaces of the lower end locking member 60.

図3に示すように、下端係止部材60がその長手方向が水平方向を向いて吊下部材40から両側方に張り出した水平姿勢から一方向に回動していくと、一方の回動規制用ボルト61のボルトヘッド61Hが、チェーン構成リング51のうち一方の直線部51Aの連絡ナット51Cに当接する。反対に、下端係止部材60が水平姿勢から他方向に回動していくと、他方の回動規制用ボルト61のボルトヘッド61Hが、チェーン構成リング51における他方の直線部51Aに当接する。これにより、下端係止部材60は、滑止突起62群を下に配置した水平姿勢にはならないように規制され、下端係止部材60が水平姿勢になった際にはからず滑止突起62群が上面側に配置される。また、ボルトヘッド61Hとチェーン構成リング51とが当接した状態では、下端係止部材60は、鉛直方向と平行な直立姿勢になる。本実施形態では、水平姿勢が本発明の「張出状態」に相当し、直立姿勢と鉛直方向に対して斜めになった傾斜姿勢とが本発明の「待機状態」に相当する。   As shown in FIG. 3, when the lower end locking member 60 rotates in one direction from a horizontal posture in which the longitudinal direction of the lower end locking member 60 faces the horizontal direction and projects from the suspension member 40 to both sides, The bolt head 61 </ b> H of the working bolt 61 contacts the connecting nut 51 </ b> C of one linear portion 51 </ b> A of the chain constituting ring 51. On the contrary, when the lower end locking member 60 is rotated in the other direction from the horizontal posture, the bolt head 61H of the other rotation restricting bolt 61 comes into contact with the other linear portion 51A of the chain constituting ring 51. As a result, the lower end locking member 60 is regulated so as not to be in a horizontal posture with the anti-slip projection 62 group disposed below, and the non-slip projection 62 is not interrupted when the lower end locking member 60 is in the horizontal posture. The group is arranged on the upper surface side. Further, in a state where the bolt head 61H and the chain constituting ring 51 are in contact with each other, the lower end locking member 60 is in an upright posture parallel to the vertical direction. In the present embodiment, the horizontal posture corresponds to the “overhanging state” of the present invention, and the upright posture and the inclined posture inclined with respect to the vertical direction correspond to the “standby state” of the present invention.

図2に示すように、吊下部材40の長さは、下端係止部材60が直立姿勢か水平姿勢かに拘わらず下端係止部材60のうち最も上方に位置した最上部が円筒形カッタ30の下端より下方に配置されるように設定されている。より詳細には、吊下部材40の長さは、下端係止部材60が直立姿勢で下端係止部材60の最上部と円筒形カッタ30の下端との間の距離L2になるように設定されている。そして、コンクリートが、距離L2と円筒形カッタ30の内周長との積で求められる面積に、円筒形カッタ30の内容積分のコンクリートの重量の剪断力を受けても剪断されないように前記距離L2が設定されている。   As shown in FIG. 2, the length of the suspension member 40 is such that the uppermost uppermost portion of the lower end locking member 60 is the cylindrical cutter 30 regardless of whether the lower end locking member 60 is upright or horizontal. It is set to be arranged below the lower end of the. More specifically, the length of the suspension member 40 is set such that the lower end locking member 60 is in the upright posture and the distance L2 between the uppermost portion of the lower end locking member 60 and the lower end of the cylindrical cutter 30 is set. ing. The distance L2 is such that the concrete is not sheared even if it receives a shearing force of the weight of the concrete of the integral integral of the cylindrical cutter 30 to an area obtained by the product of the distance L2 and the inner peripheral length of the cylindrical cutter 30. Is set.

本実施形態の建造物穿孔装置10では、吊下部材40及び円筒形カッタ30を回転駆動源21の回転出力軸22から取り外し、その代わりに図5に示した事前穿孔用円筒カッタ30Vを回転出力軸22に取り付けることができる、その事前穿孔用円筒カッタ30Vは、円筒形カッタ30とは外径が異なり、下端部に切削歯35を有し、上端部に連結スリーブ33を備えている点は、円筒形カッタ30と同様である。そして、事前穿孔用円筒カッタ30Vの外径D1(図6参照)は、水平姿勢にした下端係止部材60の水平方向の長さ、即ち、下端係止部材60の長手方向の中心から端部までの長さL1(図2参照)より小さくなっている。   In the building punching apparatus 10 of the present embodiment, the suspension member 40 and the cylindrical cutter 30 are removed from the rotation output shaft 22 of the rotation drive source 21, and instead, the pre-drilling cylindrical cutter 30V shown in FIG. The pre-drilling cylindrical cutter 30V that can be attached to the shaft 22 has a different outer diameter from the cylindrical cutter 30, has a cutting tooth 35 at the lower end, and a connecting sleeve 33 at the upper end. This is the same as the cylindrical cutter 30. The outer diameter D1 (see FIG. 6) of the pre-drilling cylindrical cutter 30V is the horizontal length of the lower end locking member 60 in the horizontal position, that is, the end portion from the longitudinal center of the lower end locking member 60. Is shorter than the length L1 (see FIG. 2).

また、本実施形態では、図示しないロータリージョイントを介して円筒形カッター30の軸部にクーラント水が供給されている。クーラント水は、回転出力軸22の内部を通って吊下部材40の上端部に設けた排水口(図示せず)から排出される。この排出されたクーラント水が建造物の床の孔から下の階に落ちないようにするために、本実施形態の建造物穿孔装置10には、筒形堤防130が別部材として備えられている(図10参照)。具体的には、筒形堤防130は、シール部材131と、その上に載せる堤防本体132とからなり、堤防本体132の上端開口は、下方に向かうに従って狭まるようになっている。   Moreover, in this embodiment, coolant water is supplied to the axial part of the cylindrical cutter 30 via the rotary joint which is not shown in figure. The coolant water passes through the inside of the rotary output shaft 22 and is discharged from a drain port (not shown) provided at the upper end portion of the suspension member 40. In order to prevent the discharged coolant water from falling from the hole in the floor of the building to the lower floor, the building drilling device 10 of the present embodiment is provided with a tubular levee 130 as a separate member. (See FIG. 10). Specifically, the tubular dyke 130 includes a seal member 131 and a levee main body 132 placed thereon, and the upper end opening of the levee main body 132 is narrowed toward the lower side.

本実施形態の建造物穿孔装置10の構成に関する説明は以上である。次に、建造物穿孔装置10を用いた建造物穿孔工法について説明する。図7には、建造物のうち所定の階とその下の階とを仕切る上下区画壁100が示されている。この上下区画壁100に、ケーブル、配管等を通すための階層間貫通孔110(図12参照)を穿孔する場合、その上下区画壁100の上面に建造物穿孔装置10の固定盤13を例えばアンカーにて固定し、上下区画壁100から支柱14を起立させた状態に固定する。そして、回転駆動源21の回転出力軸22に事前穿孔用円筒カッタ30Vを取り付け、まずは、下端係止部材60の長手方向の中心から端部までの長さL1(図2参照)より小さい径の吊下孔107を穿孔する。   The description regarding the structure of the building drilling apparatus 10 of this embodiment is above. Next, the building drilling method using the building drilling apparatus 10 will be described. FIG. 7 shows an upper and lower partition wall 100 that partitions a predetermined floor and a floor below the predetermined floor of the building. When the upper and lower partition walls 100 are drilled with through-holes 110 (see FIG. 12) for passing cables, pipes, etc., the fixed plate 13 of the building drilling device 10 is anchored on the upper surface of the upper and lower partition walls 100, for example. And the column 14 is fixed upright from the upper and lower partition walls 100. Then, the pre-drilling cylindrical cutter 30V is attached to the rotation output shaft 22 of the rotation drive source 21, and first, the diameter is smaller than the length L1 (see FIG. 2) from the center to the end of the lower end locking member 60 in the longitudinal direction. The suspension hole 107 is drilled.

具体的には、例えば、設計図により上下区画壁100の厚さを調べておき、回転駆動源21にて事前穿孔用円筒カッタ30Vを回転駆動し、操作バー19を操作して事前穿孔用円筒カッタ30Vを上下区画壁100に上方から押し付ける。すると、事前穿孔用円筒カッタ30Vの切削歯35が上下区画壁100に小形円環溝103を切削していき、上下区画壁100の一部が小形円柱体105として切り取られて行く。ここで、上下区画壁100に鉄筋101や防水層102が埋設されていても、それら鉄筋101、防水層102は事前穿孔用円筒カッタ30Vによって切断されて行く。   Specifically, for example, the thickness of the upper and lower partition walls 100 is checked by a design drawing, the pre-drilling cylindrical cutter 30V is rotated by the rotation drive source 21, and the operation bar 19 is operated to operate the pre-drilling cylinder. The cutter 30V is pressed against the upper and lower partition walls 100 from above. Then, the cutting teeth 35 of the pre-drilling cylindrical cutter 30V cut the small annular groove 103 in the upper and lower partition walls 100, and a part of the upper and lower partition walls 100 is cut off as the small cylindrical body 105. Here, even if the reinforcing bars 101 and the waterproof layer 102 are embedded in the upper and lower partition walls 100, the reinforcing bars 101 and the waterproof layer 102 are cut by the pre-drilling cylindrical cutter 30V.

図7に示すように事前穿孔用円筒カッタ30Vの切削歯35が鉄筋101の下端面寄り位置に到達したら、図8に示すように、事前穿孔用円筒カッタ30Vを上下区画壁100から抜き、小形円柱体105の上端部に側方から力Fを付与して小形円柱体105の下端部を破断する。   When the cutting teeth 35 of the pre-drilling cylindrical cutter 30V reach the position near the lower end surface of the reinforcing bar 101 as shown in FIG. 7, the pre-drilling cylindrical cutter 30V is removed from the upper and lower partition walls 100 as shown in FIG. A force F is applied to the upper end portion of the cylindrical body 105 from the side to break the lower end portion of the small cylindrical body 105.

次いで、小形円環溝103に図9に示したコア抜取工具120(本発明の「フック」に相当する)を挿入する。そのコア抜取工具120は、上下方向に延びた板又は棒状をなし、下端部を略直角に折り曲げてフック部120F備えた構造になっている。そこで、コア抜取工具120のコア抜取工具120Fを小形円環溝103に沿わせた状態にして挿入してから捻り、下端部のフック部120Fを小形円柱体105の下面に係止し、引き上げる。これにより、小形円柱体105が上下区画壁100の上方に抜き取られる。そして、上下区画壁100のうち小形円柱体105の下方の残された残存壁106を上下区画壁100の下方に打ち抜き、上下区画壁100に吊下孔107を貫通形成する。   Next, the core extraction tool 120 (corresponding to the “hook” of the present invention) shown in FIG. 9 is inserted into the small annular groove 103. The core extraction tool 120 has a plate or rod shape extending in the vertical direction, and has a structure in which a lower end portion is bent at a substantially right angle and a hook portion 120F is provided. Therefore, the core extraction tool 120F of the core extraction tool 120 is inserted in a state along the small annular groove 103 and then twisted, and the hook portion 120F at the lower end is locked to the lower surface of the small cylindrical body 105 and pulled up. Thereby, the small cylindrical body 105 is extracted above the upper and lower partition walls 100. Then, the remaining wall 106 below the small cylindrical body 105 in the upper and lower partition walls 100 is punched below the upper and lower partition walls 100, and a suspension hole 107 is formed through the upper and lower partition walls 100.

次いで、図1に示すように、事前穿孔用円筒カッタ30Vに代えて円筒形カッタ30を回転駆動源21の回転出力軸22に取り付け、円筒形カッタ30の切削終了位置に合わせてストッパ118を支柱14にセットする。さらに、図2に示すように円筒形カッタ30の内側の回転出力軸22に吊下アタッチメント140を取り付け、吊下部材40をチェーン50によって上下区画壁100の厚さに応じた長さに調節する。そして、吊下孔107の縁部に筒形堤防130をセットする(図10参照)。次いで、図3に示すように、下端係止部材60を直立姿勢にする。ここで、下端係止部材60の回動中心は、重心位置に配置されているので、円筒形カッタ30の回転が止められて下端係止部材60が遠心力を受けていない状態では、任意の回動位置に下端係止部材60を停止させることができる。即ち、下端係止部材60を直立姿勢に維持することができる。そして、円筒形カッタ30の切削歯35が上下区画壁100の上面に隣接する位置まで移動し、直立姿勢の下端係止部材60を吊下孔107に収容する。   Next, as shown in FIG. 1, instead of the pre-drilling cylindrical cutter 30V, the cylindrical cutter 30 is attached to the rotation output shaft 22 of the rotary drive source 21, and the stopper 118 is attached to the column according to the cutting end position of the cylindrical cutter 30. Set to 14. Further, as shown in FIG. 2, the suspension attachment 140 is attached to the rotation output shaft 22 inside the cylindrical cutter 30, and the suspension member 40 is adjusted by the chain 50 to a length corresponding to the thickness of the upper and lower partition walls 100. . And the cylindrical dyke 130 is set to the edge of the suspension hole 107 (refer FIG. 10). Next, as shown in FIG. 3, the lower end locking member 60 is brought into an upright posture. Here, since the rotation center of the lower end locking member 60 is disposed at the position of the center of gravity, in the state where the rotation of the cylindrical cutter 30 is stopped and the lower end locking member 60 is not subjected to centrifugal force, any rotation is possible. The lower end locking member 60 can be stopped at the rotation position. That is, the lower end locking member 60 can be maintained in an upright posture. Then, the cutting teeth 35 of the cylindrical cutter 30 move to a position adjacent to the upper surface of the upper and lower partition walls 100, and the lower end locking member 60 in the upright posture is accommodated in the suspension hole 107.

次いで、円筒形カッタ30を回転駆動し、上下区画壁100に上方から押し付けていく。すると、上下区画壁100に吊下孔107と同心の円環状スリット108が切削されていく。このとき、仮に下端係止部材60が回動したとしても、吊下孔107の径は下端係止部材60の全長より小さいので、下端係止部材60は、水平姿勢にはならず待機状態に保持される。また、回転駆動源21の回転出力軸22と下端係止部材60との間には、回転を遮断することが可能な回転許容関節部45が備えられている。これにより、仮に下端係止部材60が吊下孔107の内面に引っ掛かっても下端係止部材60が破損・変形することが防がれる。   Next, the cylindrical cutter 30 is rotationally driven and pressed against the upper and lower partition walls 100 from above. Then, the annular slit 108 concentric with the suspension hole 107 is cut in the upper and lower partition walls 100. At this time, even if the lower end locking member 60 is rotated, the diameter of the suspension hole 107 is smaller than the entire length of the lower end locking member 60, so that the lower end locking member 60 is not in a horizontal posture and is in a standby state. Retained. Further, between the rotation output shaft 22 of the rotation drive source 21 and the lower end locking member 60, a rotation allowable joint portion 45 capable of blocking rotation is provided. Thereby, even if the lower end locking member 60 is caught on the inner surface of the suspension hole 107, the lower end locking member 60 is prevented from being damaged or deformed.

円筒形カッタ30により上下区画壁100の切削が進むとこれに伴い下端係止部材60が吊下孔107内を降下していく。そして、円筒形カッタ30の下端部が上下区画壁100の下端寄り位置に到ると、図10から図11の変化に示すように下端係止部材60全体が吊下孔107の下方に抜け出る。すると、下端係止部材60は吊下孔107の内面に引っ掛かって旋回を規制されることがなくなり、回動許容関節部45が回転出力軸22から下端係止部材60に回転を伝達する。このとき、下端係止部材60は、傾斜姿勢になっていれば、両端部に遠心力を受けて水平姿勢へと変化する。また、下端係止部材60は、直立姿勢のままであれば、振動によって直立姿勢から僅かに傾斜したときに遠心力を受けて傾斜姿勢に変化し、最終的に水平姿勢になる。本実施形態では、遠心力が本発明の「付勢手段」に相当する。   As the cutting of the upper and lower partition walls 100 proceeds by the cylindrical cutter 30, the lower end locking member 60 descends in the suspension hole 107 along with this. When the lower end portion of the cylindrical cutter 30 reaches a position near the lower end of the upper and lower partition walls 100, the entire lower end locking member 60 comes out below the suspension hole 107 as shown in the change in FIGS. 10 to 11. Then, the lower end locking member 60 is not caught by the inner surface of the suspension hole 107 and is not restricted from turning, and the rotation allowing joint 45 transmits the rotation from the rotation output shaft 22 to the lower end locking member 60. At this time, if the lower end locking member 60 is in an inclined posture, it receives a centrifugal force at both ends and changes to a horizontal posture. Further, if the lower end locking member 60 remains in an upright posture, when it is slightly tilted from the upright posture due to vibration, it receives a centrifugal force and changes to an inclined posture, and finally becomes a horizontal posture. In this embodiment, the centrifugal force corresponds to the “biasing means” of the present invention.

このように、下端係止部材60は、吊下孔107に挿通されるときには直立姿勢に維持され、吊下孔107を通過したときに、自動的に待機状態から水平姿勢へと変化し、上下区画壁100のうち円環状スリット108の内側の円形除去建材111を待ち構えた状態になる。   In this way, the lower end locking member 60 is maintained in an upright posture when inserted into the suspension hole 107, and automatically changes from the standby state to the horizontal posture when passing through the suspension hole 107, and moves up and down. The partition wall 100 is in a state of waiting for the circular removed building material 111 inside the annular slit 108.

この状態で円筒形カッタ30による切削が更に進むと、やがて円形除去建材111が上下区画壁100切り離される。すると、その円形除去建材111が下方にずれ、下端係止部材60によって円形除去建材111が受け止められる。これにより、円形除去建材111が上下区画壁100の下の階に落下することが防がれる。ここで、下端係止部材60が側方にずらされた場合でも、下端係止部材60の両端部が吊下孔107の下縁部に引っ掛かるので、円形除去建材111を確実に支持できる。しかも、下端係止部材60の滑止突起62を円形除去建材111に食い込ませることができるので、下端係止部材60による円形除去建材111の保持が安定する。そして、建造物穿孔装置10の昇降機構11にて円筒形カッタ30を上昇させたときに、円形除去建材111も円筒形カッタ30と共に上昇して、上下区画壁100の上方に引き抜かれる。これにより、上下区画壁100に円筒形カッタ30の外径に相当する階層間貫通孔110が穿孔される。   If the cutting by the cylindrical cutter 30 further proceeds in this state, the circular removed building material 111 is eventually separated from the upper and lower partition walls 100. Then, the circular removed building material 111 is displaced downward, and the circular removed building material 111 is received by the lower end locking member 60. Thereby, it is prevented that the circular removed building material 111 falls to the floor below the upper and lower partition walls 100. Here, even when the lower end locking member 60 is shifted to the side, both ends of the lower end locking member 60 are hooked on the lower edge of the suspension hole 107, so that the circular removed building material 111 can be reliably supported. In addition, since the non-slip protrusion 62 of the lower end locking member 60 can be bitten into the circular removed building material 111, the holding of the circular removed building material 111 by the lower end locking member 60 is stabilized. When the cylindrical cutter 30 is lifted by the lifting mechanism 11 of the building punching device 10, the circular removed building material 111 is also lifted together with the cylindrical cutter 30 and pulled out above the upper and lower partition walls 100. As a result, an inter-level through hole 110 corresponding to the outer diameter of the cylindrical cutter 30 is drilled in the upper and lower partition walls 100.

このように、本実施形態の建造物穿孔装置10では、円形除去建材111を下端係止部材60にて下方から支持するので、上下区画壁100の内部構造に拘わらず、従来より確実に円形除去建材111の落下を防止することができる。また、既存の建造物穿孔装置における回転雄螺子シャフト25に吊下アタッチメント140を螺合装着するだけで、その建造物穿孔装置を容易に本発明に係る建造物穿孔装置10に変更することができる。しかも、事前穿孔用円筒カッタ30Vと円筒形カッタ30と同じ回転駆動源21に交換して取り付けて使用することができるので、回転駆動源21、昇降機構11等の有効利用が図られる。   Thus, in the building drilling apparatus 10 of this embodiment, since the circular removal building material 111 is supported from below by the lower end locking member 60, the circular removal is more reliably performed than before, regardless of the internal structure of the upper and lower partition walls 100. The falling of the building material 111 can be prevented. Moreover, the building drilling device can be easily changed to the building drilling device 10 according to the present invention by simply screwing and attaching the suspension attachment 140 to the rotating male screw shaft 25 in the existing building drilling device. . In addition, since the pre-drilling cylindrical cutter 30V and the cylindrical cutter 30 can be exchanged and used for the same rotational drive source 21, the rotary drive source 21, the lifting mechanism 11 and the like can be effectively used.

[第2実施形態]
本実施形態は、図14及び図15に示されており、建造物穿孔装置10Vにおける回転駆動源21Vの中心に吊下部材挿通孔21Kを貫通形成して備えた点が第1実施形態と異なる。具体的には、吊下部材挿通孔21Kは、回転駆動源21Vを構成する減速機21G及びモータ21M及び回転出力軸22の軸芯部を上下方向に貫通している。また、支柱14の上端部には、吊下ワイヤ83を巻き付けたボビン85が備えられている。さらに、支柱14の上端寄り位置からは円筒カッタ30の上方位置に向けて吊下支持アーム87が延びて、その先端には中継ホイール84が回転可能に取り付けられている。そして、そのボビン85から引き出された吊下ワイヤ83が、図15に示すように、中継ホイール84を介して回転駆動源21Vの吊下部材挿通孔21Kに真上から挿通されて円筒形カッタ30内で前述した回転許容関節部45の支持シャフト46Sに連結されている。なお、本実施形態では、これら吊下ワイヤ83,支持シャフト46S、回転許容関節部45及びチェーン50によって、本発明に係る吊下部材が構成されている。また、吊下支持アーム87を含む固定ベース12が本発明の「吊下支持ベース」に相当する。
[Second Embodiment]
This embodiment is shown in FIGS. 14 and 15, and is different from the first embodiment in that a suspension member insertion hole 21 </ b> K is formed through the center of the rotational drive source 21 </ b> V in the building drilling device 10 </ b> V. . Specifically, the suspension member insertion hole 21 </ b> K penetrates the shaft portions of the speed reducer 21 </ b> G, the motor 21 </ b> M, and the rotation output shaft 22 that constitute the rotation drive source 21 </ b> V in the vertical direction. A bobbin 85 around which a suspension wire 83 is wound is provided at the upper end portion of the support column 14. Further, a suspension support arm 87 extends from a position near the upper end of the support column 14 toward an upper position of the cylindrical cutter 30, and a relay wheel 84 is rotatably attached to the tip thereof. Then, as shown in FIG. 15, the suspension wire 83 drawn from the bobbin 85 is inserted through the suspension member insertion hole 21 </ b> K of the rotational drive source 21 </ b> V via the relay wheel 84 from above, and the cylindrical cutter 30. It is connected to the support shaft 46S of the rotation allowance joint 45 described above. In the present embodiment, the suspension member 83 according to the present invention is configured by the suspension wire 83, the support shaft 46S, the rotation allowable joint portion 45, and the chain 50. The fixed base 12 including the suspension support arm 87 corresponds to the “suspending support base” of the present invention.

本実施形態の建造物穿孔装置10Vの構成に関する説明は以上である。次に、この建造物穿孔装置10Vを用いた建造物穿孔工法について説明する。本実施形態においても、円筒形カッタ30に代えて事前穿孔用円筒カッタ30Vを建造物穿孔装置10Vに取り付け、上下区画壁100にベース本体17を貫通形成しておく(図7〜図9参照)。そして、円筒形カッタ30にて上下区画壁100を切削する前に、下端係止部材60を吊下孔107に挿通し、ボビン85の巻上ハンドル85Hにて下端係止部材60を巻き上げて上下区画壁100の下面のうち吊下孔107の下端開口縁に下端係止部材60を係止しておく。そして、円筒形カッタ30を回転駆動させて上下区画壁100に押し付け、円環状スリット108を切削していくと共に、円筒形カッタ30が降下した分をボビン85の巻上ハンドル85Hにて吊下ワイヤ83を巻き上げ、下端係止部材60が常に上下区画壁100の下面に係止した状態を維持する。そして、円筒形カッタ30の下端部が上下区画壁100を貫通する位置まで円筒形カッタ30による切削を進めていく。これにより、円筒形カッタ30にて円形除去建材111を上下区画壁100から切り離したときに、その円形除去建材111が下端係止部材60にて下方から支持され、上下区画壁100の内部構造に拘わらず、従来より確実に円形除去建材111の落下を防止することができる。   The description regarding the structure of the building punching apparatus 10V of this embodiment is above. Next, a building drilling method using this building drilling apparatus 10V will be described. Also in this embodiment, instead of the cylindrical cutter 30, a pre-drilling cylindrical cutter 30V is attached to the building drilling apparatus 10V, and the base body 17 is formed through the upper and lower partition walls 100 (see FIGS. 7 to 9). . Before the upper and lower partition walls 100 are cut by the cylindrical cutter 30, the lower end locking member 60 is inserted into the suspension hole 107, and the lower end locking member 60 is wound up by the hoisting handle 85H of the bobbin 85 to move up and down. The lower end locking member 60 is locked to the lower end opening edge of the suspension hole 107 in the lower surface of the partition wall 100. Then, the cylindrical cutter 30 is rotationally driven and pressed against the upper and lower partition walls 100 to cut the annular slit 108, and the amount of the lowered cylindrical cutter 30 is suspended by the hoisting handle 85 H of the bobbin 85. 83 is wound up, and the state where the lower end locking member 60 is always locked to the lower surface of the upper and lower partition walls 100 is maintained. Then, the cutting with the cylindrical cutter 30 proceeds until the lower end of the cylindrical cutter 30 penetrates the upper and lower partition walls 100. Thus, when the circular removed building material 111 is separated from the upper and lower partition walls 100 by the cylindrical cutter 30, the circular removed building material 111 is supported from below by the lower end locking member 60, and the inner structure of the upper and lower partition walls 100 is Regardless, the fall of the circular removed building material 111 can be prevented more reliably than before.

[他の実施形態]
本発明は、前記実施形態に限定されるものではなく、例えば、以下に説明するような実施形態も本発明の技術的範囲に含まれ、さらに、下記以外にも要旨を逸脱しない範囲内で種々変更して実施することができる。
[Other Embodiments]
The present invention is not limited to the above-described embodiment. For example, the embodiments described below are also included in the technical scope of the present invention, and various other than the following can be made without departing from the scope of the invention. It can be changed and implemented.

(1)図16に示すように、回転出力部122をモータ21Mからギア90,91を介して水平方向にずらし、吊下ワイヤ83が、回転出力部122内に形成された吊下部材挿通孔121Kに挿通される構成であってもよい。 (1) As shown in FIG. 16, the rotation output portion 122 is shifted in the horizontal direction from the motor 21 </ b> M via the gears 90 and 91, and the suspension wire 83 is formed in the rotation output portion 122. The structure inserted in 121K may be sufficient.

(2)図17に示す下端係止部材60Vのように、滑止突起62群と反対側に錘部69を備えた構成であってもよい。この構成によれば、下端係止部材60Vの水平姿勢への付勢を自重によっても行うことができる。 (2) A configuration in which a weight portion 69 is provided on the side opposite to the anti-slip projection 62 group, like a lower end locking member 60V shown in FIG. According to this configuration, the lower end locking member 60V can be biased to the horizontal posture by its own weight.

(3)図18に示す下端係止部材60Wのように、滑止突起62群と同じ側に錘部69Wを備えて直立姿勢から水平姿勢と反対側へ回動するように付勢されていてもよい。この構成によれば、吊下孔107に挿通する際に下端係止部材60Wを確実に直立姿勢にすることができる。なお、この構成であっても、遠心力によって下端係止部材60Wを水平姿勢へ付勢することができる。 (3) Like the lower end locking member 60W shown in FIG. 18, the weight portion 69W is provided on the same side as the anti-slip projection 62 group and is biased to rotate from the upright posture to the opposite side to the horizontal posture. Also good. According to this configuration, the lower end locking member 60 </ b> W can be reliably placed in the upright posture when inserted through the suspension hole 107. Even with this configuration, the lower end locking member 60 </ b> W can be biased to a horizontal posture by centrifugal force.

(4)前記実施形態では、下端係止部材60が長手方向の中心部を中心に回動可能な構成であったが、図19に示す下端係止部材90のように、傘形をなして、図19(A)に示す折り畳み状態(本発明の「待機状態」に相当する)で吊下孔107内を上下動し、吊下孔107の通過後に図19(B)に示す傘が開いた状態(本発明の「張出状態」に相当する)になる構成であってもよい。 (4) In the above-described embodiment, the lower end locking member 60 is configured to be rotatable around the central portion in the longitudinal direction. However, like the lower end locking member 90 shown in FIG. 19A moves up and down in the suspension hole 107 in the folded state (corresponding to the “standby state” of the present invention), and the umbrella shown in FIG. 19B opens after passing through the suspension hole 107. The configuration may be a state (corresponding to the “overhanging state” of the present invention).

(5)前記実施形態では、下端係止部材60が回転出力軸22に対して回転可能であったが、回転出力軸22に対して回転不能に構成されていてもよい。なお、前記実施形態の構成によれば、下端係止部材60が円筒形カッタ30と一体に回転することを抑えて、吊下孔107の内側面との衝突による劣化防止を図れる。 (5) In the embodiment, the lower end locking member 60 is rotatable with respect to the rotation output shaft 22, but may be configured to be unrotatable with respect to the rotation output shaft 22. In addition, according to the configuration of the embodiment, it is possible to prevent the lower end locking member 60 from rotating integrally with the cylindrical cutter 30 and prevent deterioration due to collision with the inner surface of the suspension hole 107.

(6)前記実施形態では、上下区画壁100の上面に固定盤13がアンカーで固定されていたが、吸盤で固定されていてもよい。 (6) In the above embodiment, the fixed platen 13 is fixed to the upper surface of the upper and lower partition walls 100 with an anchor, but may be fixed with a suction cup.

(7)前記第1実施形態では、吊下部材40の長さは、チェーン50によって調整可能であったが、一定の長さに固定されていてもよい。 (7) In the first embodiment, the length of the hanging member 40 can be adjusted by the chain 50, but may be fixed to a certain length.

)前記第2実施形態では、下端係止部材60はチェーン50と共に吊下孔107を通過していたが、下端係止部材60をチェーン50から外した状態の吊下部材を吊下孔107に挿通させておき、吊下孔107の下方に抜けたチェーン50に、水平方向の長さが吊下孔107の径よりも長い係止部材を回動不能に取り付けてもよい。 ( 8 ) In the second embodiment, the lower end locking member 60 passes through the suspension hole 107 together with the chain 50. However, the suspension member with the lower end engagement member 60 removed from the chain 50 is suspended from the suspension hole 107. A locking member having a horizontal length longer than the diameter of the suspension hole 107 may be non-rotatably attached to the chain 50 that has been inserted through the suspension hole 107 and has been pulled out below the suspension hole 107.

)円形除去建材111を待ち構える下端係止部材60は水平姿勢に限定されることはなく、水平方向に対して若干傾斜した姿勢であってもよい。この場合であっても、円形除去建材111が下方に移動したときに下端係止部材60の両端部を吊下孔107の下縁部に引っ掛けて、円形除去建材111の落下を防ぐことができる。 ( 9 ) The lower end locking member 60 waiting for the circular removed building material 111 is not limited to the horizontal posture, and may be a posture slightly inclined with respect to the horizontal direction. Even in this case, when the circular removed building material 111 moves downward, both ends of the lower end locking member 60 can be hooked on the lower edge of the suspension hole 107 to prevent the circular removed building material 111 from falling. .

10,10V 建造物穿孔装置
12 固定ベース
21,21V 回転駆動源
21K,121K 吊下部材挿通孔
22,122 回転出力軸
25 回転雄螺旋シャフト
30 円筒形カッタ
30V 事前穿孔用円筒カッタ
34 取付用雌螺旋孔
40 吊下部材
45 回転許容関節部
60,60V,60W,92 下端係止部材
62 滑止突起(滑止用凹凸部)
81 吊下部材挿通孔
83 吊下ワイヤ
87 吊下支持アー
00 上下区画壁
103 小形円環溝
105 小形円柱体
106 残存壁
107 吊下孔
108 円環状スリット
110 階層間貫通孔
111 円形除去建材
140 吊下アタッチメント

10, 10V Building drilling device 12 Fixed base 21, 21V Rotation drive source 21K, 121K Suspension member insertion hole 22, 122 Rotating output shaft 25 Rotating male spiral shaft 30 Cylindrical cutter 30V Pre-drilling cylindrical cutter 34 Female spiral for mounting Hole 40 Suspension member 45 Rotation allowable joint 60, 60V, 60W, 92 Lower end locking member 62 Non-slip projection (non-slip uneven part)
81 hanging lower member insertion hole 83 suspension wires 87 suspension support arm
100 Upper and lower partition walls 103 Small annular groove 105 Small cylindrical body 106 Remaining wall 107 Suspension hole 108 Annular slit 110 Inter-layer through-hole 111 Circular removal building material 140 Suspension attachment

Claims (9)

建造物のうち空間を上下に仕切る上下区画壁に対して上方から円筒形カッタを回転駆動させながら降下し、前記上下区画壁に円環状スリットを切削することで、その円環状スリットの内側の円形除去建材を前記上下区画壁から切り離して階層間貫通孔を形成すると共に、前記円筒形カッタ内の上端面の中心部から垂下した吊下部材にて前記円形除去建材を保持して落下を防止可能な建造物穿孔装置において、
前記吊下部材の下端部に回動可能に連結されて、前記吊下部材から側方に張り出した張出状態と、その張出状態より側方への張り出し量が小さい待機状態とに変化可能な下端係止部材を設け、前記待機状態か前記張出状態かに拘わらず前記下端係止部材のうち最も上方に位置した最上部が前記円筒形カッタの下端より下方に配置されるように前記吊下部材の長さを設定した建造物穿孔装置であって、
前記円筒形カッタは、円筒壁の上端部から内側に張り出したカッタ上端壁の中心部に、上下方向に貫通した取付用雌螺子孔を設けた構造をなし、
前記円筒形カッタの回転駆動源は、前記取付用雌螺子孔に螺合結合される回転雄螺子シャフトを垂下して備え、
前記回転雄螺子シャフトの長手方向の途中に設けたカッタ位置決め段差部に、前記取付用雌螺子孔の上端開口縁を突き当てて、前記円筒形カッタを前記回転雄螺子シャフトに回り止めすると共に、前記回転雄螺子シャフトの一部を前記カッタ上端壁から垂下した状態とし、
前記吊下部材は、前記円筒形カッタ内で前記回転雄螺子シャフトに螺合装着されて上下方向に延びていることを特徴とする建造物穿孔装置。
The cylindrical cutter is lowered from above and below the upper and lower partition walls that divide the space up and down in the building, and the circular slit inside the annular slit is cut by cutting the annular slit in the upper and lower partition walls. The removed building material is separated from the upper and lower partition walls to form a through hole between the layers, and the circular removed building material can be prevented from falling by holding the suspended building member suspended from the center of the upper end surface in the cylindrical cutter. In a building drilling device,
It is connected to the lower end of the suspension member so as to be pivotable, and can be changed between an overhanging state projecting laterally from the suspension member and a standby state in which the overhanging amount is smaller than the overhanging state. The lower end locking member is provided, and the uppermost portion of the lower end locking member regardless of whether it is in the standby state or the extended state is disposed below the lower end of the cylindrical cutter. A building drilling device in which the length of the suspension member is set ,
The cylindrical cutter has a structure in which a female screw hole for attachment penetrating in the vertical direction is provided at the center of the upper end wall of the cutter projecting inward from the upper end of the cylindrical wall,
The rotational drive source of the cylindrical cutter includes a rotating male screw shaft that is screwed and coupled to the female screw hole for attachment,
While the upper end opening edge of the female screw hole is abutted against the cutter positioning step provided in the middle of the longitudinal direction of the rotary male screw shaft, the cylindrical cutter is prevented from rotating around the rotary male screw shaft, A state in which a part of the rotating male screw shaft is suspended from the upper end wall of the cutter,
The building piercing device , wherein the suspension member is screwed to the rotating male screw shaft and extends in the vertical direction in the cylindrical cutter .
前記吊下部材の上下方向における中間位置には、その中間位置より上側部分と下側部分とを互いに回転可能に連結する回転許容関節部が設けられたことを特徴とする請求項1に記載の建造物穿孔装置。   The rotation allowable joint part which connects an upper part and a lower part from the intermediate position so that rotation is mutually possible is provided in the intermediate position in the up-and-down direction of the suspension member. Building drilling device. 前記下端係止部材は、前記張出状態で水平方向に延び、その長手方向の中心部が前記吊下部材の下端部に回動可能に連結されたことを特徴とする請求項1又は2に記載の建造物穿孔装置。The lower end locking member extends in a horizontal direction in the extended state, and a central portion in a longitudinal direction thereof is rotatably connected to a lower end portion of the suspension member. The building drilling device described. 前記吊下部材の下端部には、上下方向に平行になって延びた1対の直線部の両端部を1対の半円弧部にて連絡してなる長円形のリングが設けられ、The lower end of the suspension member is provided with an oval ring formed by connecting both ends of a pair of linear portions extending in parallel in the vertical direction with a pair of semicircular arc portions,
前記リングの下側の前記半円弧部が前記下端係止部材の回動中心に貫通形成された回動中心孔に挿通され、The semicircular arc portion on the lower side of the ring is inserted into a rotation center hole formed through the rotation center of the lower end locking member,
前記下端係止部材の両端部から前記回動中心孔の軸方向と略平行な方向に突出し、前記下端係止部材が前記待機状態で前記直線部と干渉して、前記下端係止部材の前記待機状態からの回動方向を一方向に限定する回動規制突起と、Projecting from both ends of the lower end locking member in a direction substantially parallel to the axial direction of the rotation center hole, the lower end locking member interferes with the linear portion in the standby state, and the lower end locking member A rotation restricting protrusion that limits the rotation direction from the standby state to one direction;
前記下端係止部材のうち前記張出状態で上方を向く面に形成された滑止用凹凸部とを備えたことを特徴とする請求項3に記載の建造物穿孔装置。The building perforating apparatus according to claim 3, further comprising a non-slip uneven portion formed on a surface of the lower end locking member facing upward in the projecting state.
前記待機状態になっている前記下端係止部材を、前記張出状態に付勢する付勢手段を備えたことを特徴とする請求項1乃至4の何れか1の請求項に記載の建造物穿孔装置。The building according to any one of claims 1 to 4, further comprising an urging unit that urges the lower end locking member in the standby state to the extended state. Drilling device. 建造物のうち空間を上下に仕切る上下区画壁に対して上方から円筒形カッタを回転駆動させながら降下し、前記上下区画壁に円環状スリットを切削することで、その円環状スリットの内側の円形除去建材を前記上下区画壁から切り離して階層間貫通孔を形成すると共に、前記円筒形カッタ内の上端面の中心部から垂下した吊下部材にて前記円形除去建材を保持して落下を防止する建造物穿孔工法において、The cylindrical cutter is lowered from above and below the upper and lower partition walls that divide the space up and down in the building, and the circular slit inside the annular slit is cut by cutting the annular slit in the upper and lower partition walls. The removed building material is separated from the upper and lower partition walls to form an inter-level through hole, and the circular removed building material is held by a suspension member suspended from the center of the upper end surface in the cylindrical cutter to prevent falling. In the building drilling method,
前記吊下部材の下端部に回動可能に連結されて、前記吊下部材から側方に張り出した張出状態と、その張出状態より側方への張り出し量が小さい待機状態とに変化可能な下端係止部材を設けておき、It is connected to the lower end of the suspension member so as to be pivotable, and can be changed between an overhanging state projecting laterally from the suspension member and a standby state in which the overhanging amount is smaller than the overhanging state. A lower end locking member is provided,
前記上下区画壁のうち前記円環状スリットを切削する部分の中心に予め吊下孔を貫通形成し、A penetrating hole is formed in advance in the center of the portion of the upper and lower partition walls where the annular slit is cut,
前記円筒形カッタによる前記円環状スリットの切削開始時に、前記待機状態にした前記下端係止部材の全部又は一部を前記吊下孔内に配置して、その吊下孔の内面との干渉により前記下端係止部材を前記待機状態に保持し、At the start of cutting of the annular slit by the cylindrical cutter, all or part of the lower end locking member in the standby state is disposed in the suspension hole, and due to interference with the inner surface of the suspension hole Holding the lower end locking member in the standby state;
前記円形除去建材が前記上下区画壁から切り離される前に、前記下端係止部材全体を前記吊下孔の下方に出現させてから前記下端係止部材を前記待機状態から前記張出状態に変化させて、前記吊下孔の下端開口縁に係止可能な状態にすることを特徴とする建造物穿孔工法。Before the circular removed building material is separated from the upper and lower partition walls, the entire lower end locking member appears below the suspension hole, and then the lower end locking member is changed from the standby state to the extended state. The building drilling method is characterized in that it can be locked to the lower end opening edge of the suspension hole.
前記円筒形カッタの回転駆動源を支持する架台を前記上下区画壁に上下動不能かつ回転不能に固定しておき、A pedestal that supports the rotational drive source of the cylindrical cutter is fixed to the upper and lower partition walls so that it cannot move up and down and cannot rotate.
前記回転駆動源の回転出力部に着脱可能に取り付けた事前穿孔用円筒カッタにて、前記上下区画壁の下端寄り位置まで前記円環状スリットより小径の小形円環溝を形成し、In the pre-drilling cylindrical cutter detachably attached to the rotation output part of the rotation drive source, a small annular groove having a smaller diameter than the annular slit is formed up to a position near the lower end of the upper and lower partition walls,
前記上下区画壁のうち前記小形円環溝に囲まれた小形円柱体の上端部に横向きの負荷を付与して下端部から折り、前記小形円環溝に挿入したフックにて前記小形円柱体を上方に抜き出し、A lateral load is applied to the upper end portion of the small cylindrical body surrounded by the small annular groove in the upper and lower partition walls, and the small cylindrical body is folded by a hook inserted into the small annular groove. Pull upwards,
前記上下区画壁のうち前記小形円柱体の下方に残った残存壁を打ち抜いて前記吊下孔を穿孔し、Perforating the suspension hole by punching the remaining wall left below the small cylindrical body among the upper and lower partition walls,
前記事前穿孔用円筒カッタを前記円筒形カッタに取り替えて前記円環状スリットを切削することを特徴とする請求項6に記載の建造物穿孔工法。7. The building drilling method according to claim 6, wherein the pre-drilling cylindrical cutter is replaced with the cylindrical cutter and the annular slit is cut.
建造物のうち空間を上下に仕切る上下区画壁に対して上方から円筒形カッタを回転駆動させながら降下し、前記上下区画壁に円環状スリットを切削することで、その円環状スリットの内側の円形除去建材を前記上下区画壁から切り離して階層間貫通孔を形成すると共に、吊下部材にて前記円形除去建材を保持して落下を防止する建造物穿孔工法において、
前記円筒形カッタを含む回転駆動部の回転中心を上下方向に貫通した吊下部材挿通孔を設けておき、
前記上下区画壁のうち前記円環状スリットを切削する部分の中心に予め吊下孔を貫通形成し、
前記建造物に固定された吊下支持ベースにて、前記吊下部材挿通孔の上方で前記吊下部材を支持して、その吊下部材を前記吊下部材挿通孔及び前記吊下孔に挿通すると共に、前記吊下部材の下端部に備えた下端係止部材を前記円形除去建材の下面に係止させた後で、前記円形除去建材を前記上下区画壁から切り離す建造物穿孔工法であって、
前記円筒形カッタの回転駆動源を支持する架台を前記上下区画壁に上下動不能かつ回転不能に固定しておき
前記回転駆動源の回転出力部に着脱可能に取り付けた事前穿孔用円筒カッタにて、前記上下区画壁の下端寄り位置まで前記円環状スリットより小径の小形円環溝を形成し、
前記上下区画壁のうち前記小形円環溝に囲まれた小形円柱体の上端部に横向きの負荷を付与して下端部から折り、前記小形円環溝に挿入したフックにて前記小形円柱体を上方に抜き出し、
前記上下区画壁のうち前記小形円柱体の下方に残った残存壁を打ち抜いて前記吊下孔を穿孔し、
前記事前穿孔用円筒カッタを前記円筒形カッタに取り替えて前記円環状スリットを切削することを特徴とする建造物穿孔工法。
The cylindrical cutter is lowered from above and below the upper and lower partition walls that divide the space up and down in the building, and the circular slit inside the annular slit is cut by cutting the annular slit in the upper and lower partition walls. In the building perforation method of separating the removed building material from the upper and lower partition walls to form a through hole between layers and holding the circular removed building material with a suspension member to prevent the fall,
A suspension member insertion hole penetrating the rotation center of the rotation drive unit including the cylindrical cutter in the vertical direction is provided,
A penetrating hole is formed in advance in the center of the portion of the upper and lower partition walls where the annular slit is cut,
The suspension support base fixed to the building supports the suspension member above the suspension member insertion hole, and the suspension member is inserted into the suspension member insertion hole and the suspension hole. In addition, after the lower end locking member provided at the lower end of the suspension member is locked to the lower surface of the circular removed building material, the circular removed building material is separated from the upper and lower partition walls. ,
A pedestal that supports the rotational drive source of the cylindrical cutter is fixed to the upper and lower partition walls so that it cannot move up and down and cannot rotate .
In the pre-drilling cylindrical cutter detachably attached to the rotation output part of the rotation drive source, a small annular groove having a smaller diameter than the annular slit is formed up to a position near the lower end of the upper and lower partition walls,
A lateral load is applied to the upper end portion of the small cylindrical body surrounded by the small annular groove in the upper and lower partition walls, and the small cylindrical body is folded by a hook inserted into the small annular groove. Pull upwards,
Perforating the suspension hole by punching the remaining wall left below the small cylindrical body among the upper and lower partition walls,
The building drilling method, wherein the cylindrical cutter for pre-drilling is replaced with the cylindrical cutter and the annular slit is cut.
建造物のうち空間を上下に仕切る上下区画壁に円筒形カッタを上方から押しつけて階層間貫通孔を形成する建造物穿孔装置に着脱可能に取り付けられ、前記円筒形カッタによって前記上下区画壁から切り取られる円形除去建材の落下を防止する吊下アタッチメントであって、A cylindrical cutter is pressed from above on the upper and lower partition walls that divide the space up and down in the building, and is detachably attached to the building drilling device that forms through holes between layers, and is cut from the upper and lower partition walls by the cylindrical cutter. A hanging attachment for preventing the fall of the circular removed building material,
前記円筒形カッタは、円筒壁の上端部から内側に張り出したカッタ上端壁の中心部に、上下方向に貫通した取付用雌螺子孔を設けた構造をなしかつ、前記円筒形カッタの回転駆動源は、前記取付用雌螺子孔に螺合結合される回転雄螺子シャフトを垂下して備え、前記回転雄螺子シャフトの長手方向の途中に設けたカッタ位置決め段差部に、前記取付用雌螺子孔の上端開口縁を突き当てて、前記円筒形カッタを前記回転雄螺子シャフトに回り止めすると共に、前記回転雄螺子シャフトの一部を前記カッタ上端壁から垂下した状態になる建造物穿孔装置用の吊下アタッチメントにおいて、The cylindrical cutter has a structure in which a female screw hole for attachment penetrating in the vertical direction is provided at the center of the upper end wall of the cutter projecting inward from the upper end of the cylindrical wall, and the rotational drive source of the cylindrical cutter Includes a rotating male screw shaft that is threadably coupled to the mounting female screw hole, and a cutter positioning step provided in the middle of the rotating male screw shaft in the longitudinal direction of the mounting female screw hole. The upper end opening edge is abutted to prevent the cylindrical cutter from rotating around the rotating male screw shaft, and a part of the rotating male screw shaft is suspended from the upper end wall of the cutter. In the lower attachment,
上下方向に延びかつ前記円筒形カッタ内で前記回転雄螺子シャフトに螺合装着されて前記円筒形カッタ内の上端面の中心部に着脱可能に取り付けられて垂下した状態になる吊下部材と、A suspension member that extends in the vertical direction and is screwed and attached to the rotary male screw shaft in the cylindrical cutter, and is detachably attached to the central portion of the upper end surface of the cylindrical cutter;
前記吊下部材の下端部に回動可能に連結されて、側方に張り出した張出状態と、その張出状態より側方への張り出し量が小さい待機状態とに変化可能な下端係止部材とを備えてなることを特徴とする吊下アタッチメント。A lower end locking member that is rotatably connected to the lower end portion of the suspension member and can be changed between a projecting state projecting laterally and a standby state in which the projecting amount to the side is smaller than the projecting state. A suspension attachment characterized by comprising:
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