JP6506538B2 - Drilling method of concrete structure - Google Patents

Drilling method of concrete structure Download PDF

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JP6506538B2
JP6506538B2 JP2014236198A JP2014236198A JP6506538B2 JP 6506538 B2 JP6506538 B2 JP 6506538B2 JP 2014236198 A JP2014236198 A JP 2014236198A JP 2014236198 A JP2014236198 A JP 2014236198A JP 6506538 B2 JP6506538 B2 JP 6506538B2
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diameter
drill
drive shaft
pilot hole
concrete structure
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重信 濱中
重信 濱中
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株式会社近畿開発
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本発明はコンクリート構造物の穴あけ方法に関し、特に底部に拡径部が形成された筒状の穴をコンクリート構造物にあけるようにした方法に関する。   The present invention relates to a method of drilling a concrete structure, and more particularly to a method of drilling a cylindrical hole having a diameter-increased portion at the bottom thereof in a concrete structure.

コンクリート構造物にドリルなどによって筒状の穴を穿設し、そこに鉄筋などのアンカー材を挿入し、グラウト材や樹脂などの後埋め材を注入し固定する補強工事が知られているが、筒状の穴の内面が平滑であると、アンカー材の固定強度が不十分となり、過大な外力が加わったときにアンカー材がコンクリート構造物から抜けるおそれがある(特許文献1)。   Reinforcement work is known, in which a cylindrical hole is drilled in a concrete structure with a drill, etc., and an anchor material such as rebar is inserted there, and a post-filling material such as grout material or resin is injected and fixed. If the inner surface of the cylindrical hole is smooth, the anchor material has insufficient fixing strength, and the anchor material may come off the concrete structure when an excessive external force is applied (Patent Document 1).

他方、地盤にあけた筒状の穴の底部に掘削ロッドを挿入し、掘削ロッド先端のヘッドに設けた拡径ビットを拡げ、掘削ロッドを回転させることによって下穴底部に拡径部を形成し、この穴にコンクリートを打設して、引き抜き抵抗の大きなコンクリート杭を形成するようにした方法が提案されている(特許文献2)。   On the other hand, insert the drilling rod into the bottom of the cylindrical hole opened in the ground, expand the diameter-enlarging bit provided on the head of the drilling rod, and rotate the drilling rod to form the diameter-expanding portion at the bottom of the pilot hole A method has been proposed in which concrete is cast in this hole to form a concrete pile having a high pullout resistance (Patent Document 2).

特開2012−177222号公報JP 2012-177222 A 特開平07−268867号公報Unexamined-Japanese-Patent No. 07-268867 gazette

しかし、特許文献2記載の拡径方法はヘッドの拡径ビットを拡げ、回転させて地盤にあけた下穴底部を拡径するものであるので、これをコンクリート構造物の穴あけに適用すると、掘削ロッドの姿勢が安定せず、拡径が難しかった。   However, since the diameter expansion method described in Patent Document 2 enlarges the diameter-expanding bit of the head and rotates it to expand the diameter of the bottom of the pre-drilled hole in the ground, if this is applied to drilling of a concrete structure, The attitude of the rod was not stable and diameter expansion was difficult.

本発明はかかる問題点に鑑み、底部に拡径部を有する円筒状の穴をコンクリート構造物に確実にあけることができるようにしたコンクリート構造物の穴あけ方法を提供することを課題とする。   An object of the present invention is to provide a method of drilling a concrete structure which can reliably open a cylindrical hole having an enlarged diameter portion at the bottom in the concrete structure.

そこで、本発明に係るコンクリート構造物の穴あけ方法は、底部に拡径部を有する円筒状の穴をコンクリート構造物に形成する方法において、コンクリート構造物に上記円筒状の穴と等しい内径の下穴を形成する工程と、基部に第1駆動軸を回転自在に支承し第1駆動軸の先端部に第2駆動軸を折曲げ自在に連結するとともに第2駆動軸を折曲げ方向に付勢した拡径ドリルを用い、該拡径ドリルを上記下穴内に挿入し、上記基部を上記下穴内面に接触させて上記拡径ドリルの姿勢を保持し、上記第2駆動軸を付勢力によって第1駆動軸に対して折り曲げ、上記第2駆動軸に取付けられた拡径ビットを上記下穴の底部に押し付け、上記第1駆動軸を駆動させることによって上記下穴の底部に拡径部を形成する工程と、を備えたことを特徴とする。   Therefore, in the method of drilling a concrete structure according to the present invention, a cylindrical hole having an enlarged diameter portion at the bottom is formed in the concrete structure, the inner diameter of the concrete structure having an inner diameter equal to that of the cylindrical hole. Forming the first drive shaft rotatably at the base portion and foldably connecting the second drive shaft to the tip end of the first drive shaft and biasing the second drive shaft in the bending direction The enlarged drill is inserted into the pilot hole using the drill, and the base is brought into contact with the inner surface of the pilot hole to maintain the posture of the drill, and the second drive shaft is biased by a biasing force. An enlarged diameter portion is formed at the bottom of the pilot hole by bending the drive shaft and pressing the diameter-increasing bit attached to the second drive shaft against the bottom of the pilot hole and driving the first drive shaft. Characterized in that it comprises a process

本発明の特徴の1つは掘削ドリルの基部を下穴に接触させて掘削ドリルの姿勢を安定にし、その状態で下穴底部を拡径するようにした点にある。   One of the features of the present invention is that the base of the drilling drill is brought into contact with the lower hole to stabilize the posture of the drilling drill, and the diameter of the bottom of the lower hole is expanded in that state.

これにより、地盤に比較して硬いコンクリート構造物にも、底部を拡大した穴をあけることができ、例えば穴にアンカー材を挿入して固定したときに高い引き抜き抵抗を得ることができる。   As a result, it is possible to make an enlarged hole at the bottom of a concrete structure that is harder than the ground, and for example, when an anchor material is inserted and fixed in the hole, high pullout resistance can be obtained.

また、上記では拡径ドリルの基部を下穴内面に接触させるようにしたが、拡径ドリル自体を下穴内面に接触させることによって拡径ドリルの姿勢を安定させるようにしてもよい。そこで、本発明に係るコンクリート構造物の穴あけ方法は、底部に拡径部を有する円筒状の穴をコンクリート構造物に形成する方法において、コンクリート構造物に上記円筒状の穴と等しい内径の下穴を形成する工程と、先端部側壁に開口を有するドリル本体内にカムと操作シャフトを内蔵する一方、上記開口に掘削ビットを回動自在に取り付けるとともに没入方向に回動付勢した拡径ドリルを用い、該拡径ドリルを上記下穴内に挿入して上記下穴内面との接触によって上記拡径ドリルの姿勢を保持し、上記操作シャフトを操作して上記カムを回転させることによって上記掘削ビットを付勢力に抗して上記開口から突出させ、上記ドリル本体を回転駆動することによって上記下穴の底部に拡径部を形成する工程と、を備えたことを特徴とする。   Although the base of the enlarged diameter drill is brought into contact with the inner surface of the pilot hole in the above description, the posture of the diameter expanded drill may be stabilized by bringing the expanded diameter drill itself into contact with the inner surface of the pilot hole. Therefore, in the method of drilling a concrete structure according to the present invention, a cylindrical hole having an enlarged diameter portion at the bottom is formed in the concrete structure, the inner diameter of the concrete structure having an inner diameter equal to that of the cylindrical hole. Forming a cam and an operation shaft in a drill main body having an opening on the side wall of the tip end portion, and mounting an excavating bit rotatably in the opening while squeezing the enlarged diameter drill The drill bit is inserted by inserting the drill into the pilot hole, maintaining the posture of the drill by contact with the inner surface of the pilot hole, and operating the operation shaft to rotate the cam. And a step of forming an enlarged diameter portion at the bottom of the pilot hole by making the drill body project from the opening against the biasing force and rotationally driving the drill body.

本発明に係るコンクリート構造物の穴あけ方法の好ましい実施形態を模式的に示す図である。It is a figure which shows typically the preferable embodiment of the drilling method of the concrete structure which concerns on this invention. 上記実施形態においてあけた穴にアンカー材を固定する1例を模式的に示す図である。It is a figure which shows typically one example which fixes an anchor material to the hole which opened in the said embodiment. 図2の状態を平面から見た状態を模式的に示す図である。It is a figure which shows typically the state which looked at the state of FIG. 2 from the plane. 第2の実施形態による穴あけ方法を模式的に示す図である。It is a figure which shows typically the drilling method by 2nd Embodiment. 上記実施形態において用いる拡径ドリルの先端部の側面構成を示す図である。It is a figure which shows the side structure of the front-end | tip part of the diameter-expansion drill used in the said embodiment. 上記拡径ドリルの平面構成を示す図である。It is a figure showing the plane composition of the above-mentioned diameter expansion drill.

以下、本発明を図面に示す具体例に基づいて詳細に説明する。図1ないし図3は本発明に係るコンクリート構造物の穴あけ方法の好ましい実施形態を示す。コンクリート構造物に筒状の穴をあける場合、コンクリート構造物20に図1の(a)に示されるように、掘削ドリル40などを用いて下穴21をあける。この下穴21は穿設すべき筒状の穴とほぼ等しい内径とする。   Hereinafter, the present invention will be described in detail based on specific examples shown in the drawings. 1 to 3 show a preferred embodiment of the method for drilling a concrete structure according to the present invention. When a cylindrical hole is made in a concrete structure, as shown in FIG. 1A, the pilot hole 21 is made in the concrete structure 20 using a drilling drill 40 or the like. The pilot hole 21 has an inner diameter substantially equal to the cylindrical hole to be drilled.

下穴21が形成できると、図1の(b)に示されるように、下穴21内に拡径ドリルを挿入してセットする。この拡径ドリルでは、下穴21の内面と等しい外径の基部11に第1駆動軸10が回転自在に挿通され、第1駆動軸10の先端に第2駆動軸12が折曲げ自在に連結され、第2駆動軸12には拡径ビット13が固定される一方、第1、第2駆動軸10、12の間にばね部材14が介在されている。   When the pilot hole 21 can be formed, as shown in (b) of FIG. 1, the diameter-expanding drill is inserted and set in the pilot hole 21. In this enlarged diameter drill, the first drive shaft 10 is rotatably inserted in the base 11 having an outer diameter equal to the inner surface of the pilot hole 21, and the second drive shaft 12 is foldably connected to the tip of the first drive shaft 10. While the diameter-enlarging bit 13 is fixed to the second drive shaft 12, a spring member 14 is interposed between the first and second drive shafts 10 and 12.

拡径ドリルがセットできると、第2駆動軸12をばね部材14の付勢力によって第1駆動軸10に対して折り曲げた状態で、拡径ビット13を下穴21の底部内面に押し付け、その状態で第1駆動軸10を回転させると、拡径ビット13が下穴21の底部内面を掘削しながら拡径し、図1の(c)に示されるように、下穴21の底部に拡径部22を形成することができる。   When the diameter expansion drill can be set, the diameter expansion bit 13 is pressed against the inner surface of the bottom of the pilot hole 21 with the second drive shaft 12 bent with respect to the first drive shaft 10 by the biasing force of the spring member 14 When the first drive shaft 10 is rotated, the diameter-enlarging bit 13 expands while digging the inner surface of the bottom of the pilot hole 21 and, as shown in FIG. 1C, the diameter of the bottom of the pilot hole 21 is enlarged The portion 22 can be formed.

こうして拡径部22を有する筒状の穴21が得られると、例えば図2及び図3に示されるように、拡径部22に抜け止め部材23を投入し、抜け止め部材23の間にアンカー材を差し込み、コンクリートを打設し、コンクリートが固化すると、アンカー材を強固に固定できる。   When the cylindrical hole 21 having the enlarged diameter portion 22 is thus obtained, for example, as shown in FIGS. 2 and 3, the retaining member 23 is inserted into the enlarged diameter portion 22, and the anchor between the retaining members 23 is inserted. Insert the material, cast the concrete, solidify the concrete, you can firmly fix the anchor material.

図4ないし図6は第2の実施形態を示す。コンクリート構造物に筒状の穴をあける場合、コンクリート構造物20に図4の(a)に示されるように、掘削ドリル40などを用いて下穴21をあける。この下穴21は穿設すべき筒状の穴とほぼ等しい内径とする。   4 to 6 show a second embodiment. When a cylindrical hole is made in a concrete structure, as shown in FIG. 4A, the pilot hole 21 is made in the concrete structure 20 using a drilling drill 40 or the like. The pilot hole 21 has an inner diameter substantially equal to the cylindrical hole to be drilled.

下穴21が形成できると、図4の(b)に示されるように、下穴21内に拡径ドリルを挿入してセットする。この拡径ドリルでは、図5及び図6に示されるように、ドリル本体30が下穴21の内面と等しい内径を有し、ドリル本体30の先端には掘削ビット31が固定されるとともに、ドリル本体30の先端部側面には開口が形成され、開口には拡径ビット34が垂直な軸34A廻りに回動可能に取付けられ、軸34Aにはばね部材が設けられて拡径ビット34は没入方向に回動付勢されている。   When the pilot hole 21 can be formed, as shown in (b) of FIG. 4, the diameter-expanding drill is inserted and set in the pilot hole 21. In this enlarged diameter drill, as shown in FIGS. 5 and 6, the drill body 30 has an inner diameter equal to the inner surface of the pilot hole 21, and the drill bit 31 is fixed to the tip of the drill body 30, An opening is formed on the side surface of the distal end portion of the main body 30, and an enlarged diameter bit 34 is rotatably attached to the opening about a vertical shaft 34A, a spring member is provided on the shaft 34A, and the diameter enlarged bit 34 is embedded It is rotationally biased in the direction.

また、ドリル本体30内にカム33と操作シャフト32が内蔵され、カム33には凹状のカム面33Aが形成され、カム面33A内には没入した拡径ビット34が収納可能となっている。   Further, a cam 33 and an operation shaft 32 are built in the drill main body 30, a concave cam surface 33A is formed on the cam 33, and the diameter-enlarged bit 34 can be accommodated in the cam surface 33A.

拡径ドリルがセットできると、操作シャフト32を徐々に回転操作すると、拡径ビット34がカム面34Aによって押し出されて回動され、開口から突出して下穴21の底部内面に押し付けられ、拡径ドリルが駆動されると、拡径ビット34が下穴21の底部内面を掘削して拡径し、下穴21の底部に拡径部22を形成することができる。   When the diameter expansion drill can be set, when the operation shaft 32 is gradually rotated, the diameter expansion bit 34 is pushed out and rotated by the cam surface 34A, is protruded from the opening and pressed against the inner surface of the bottom of the pilot hole 21, and diameter expansion is performed. When the drill is driven, the enlarged diameter bit 34 excavates and expands the inner surface of the bottom of the pilot hole 21 so that the diameter enlarged portion 22 can be formed at the bottom of the pilot hole 21.

こうして拡径部22を有する筒状の穴21が得られると、アンカー材を差し込み、コンクリートを打設し、コンクリートが固化すると、アンカー材を強固に固定できる。   In this way, when the cylindrical hole 21 having the enlarged diameter portion 22 is obtained, the anchor material is inserted, concrete is poured, and when the concrete is solidified, the anchor material can be firmly fixed.

10 第1駆動軸
11 基部
12 第2駆動軸
13 拡径ビット
20 コンクリート構造物
21 下穴
22 拡径部
30 ドリル本体
32 操作シャフト
33 カム
34 拡径ビット
DESCRIPTION OF SYMBOLS 10 1st drive shaft 11 base 12 2nd drive shaft 13 diameter expansion bit 20 concrete structure 21 pilot hole 22 diameter expansion part 30 drill main body 32 operation shaft 33 cam 34 diameter expansion bit

Claims (2)

底部に拡径部を有する円筒状の穴をコンクリート構造物に形成する方法において、
コンクリート構造物(20)に上記円筒状の穴と等しい内径の下穴(21)を形成する工程と、
上記下穴(21)の内面と等しい外径の基部(11)に第1駆動軸(10)を回転自在に支承第1駆動軸(10)の先端部に第2駆動軸(12)を折曲げ自在に連結するとともに第2駆動軸(12)を折曲げ方向に付勢した拡径ドリルを用い、該拡径ドリルを上記下穴(21)内に挿入し、上記基部(11)を上記下穴(21)内面に接触させて上記拡径ドリルの姿勢を保持し、上記第2駆動軸(12)を付勢力によって第1駆動軸(10)に対して折り曲げ、上記第2駆動軸(12)に取付けられた拡径ビット(13)を上記下穴(21)の底部内面に押し付け、上記第1駆動軸(10)を回転駆動させることによって上記下穴(21)の底部に拡径部(22)を形成する工程と、
を備えたことを特徴とするコンクリート構造物の穴あけ方法。
In a method of forming a cylindrical hole having a diameter-increased portion at the bottom in a concrete structure,
Forming in the concrete structure (20) a pilot hole (21) having an inner diameter equal to the cylindrical hole;
The first drive shaft (10) is rotatably supported on the base (11) of the same outer diameter as the inner surface of the pilot hole (21), and the second drive shaft (12) is mounted on the tip of the first drive shaft (10). The diameter-expanding drill is inserted into the pilot hole (21) using a diameter-expanding drill which is foldably connected and the second drive shaft (12) is biased in the bending direction, and the base (11) is The posture of the diameter expanding drill is held in contact with the inner surface of the pilot hole (21), and the second drive shaft (12) is bent with respect to the first drive shaft (10) by the biasing force, the second drive shaft The diameter-expanding bit (13) attached to (12) is pressed against the inner surface of the bottom of the pilot hole (21), and the first drive shaft (10) is rotationally driven to expand the bottom of the pilot hole (21). Forming the diameter portion (22);
The drilling method of the concrete structure characterized by having.
底部に拡径部を有する円筒状の穴をコンクリート構造物に形成する方法において、
コンクリート構造物(20)に上記円筒状の穴と等しい内径の下穴(21)を形成する工程と、
先端部側壁に開口を有する上記下穴(21)内面と等しい外径のドリル本体(30)内に凹状カム面(34A)を有するカム(33)と操作シャフト(32)を内蔵する一方、上記開口に掘削ビット(34)の一端部を回動自在に取り付けるとともに没入方向に回動付勢した拡径ドリルを用い、上記凹状カム面(34A)内に掘削ビット(34)を収納した状態で拡径ドリルのドリル本体(30)を上記下穴(21)内に挿入してドリル本体(30)の外面を上記下穴(21)内面と接触させて上記拡径ドリルの姿勢を保持し、上記操作シャフト(32)を回転させて上記カム(34)によって上記掘削ビット(34)の他端側を付勢力に抗して上記開口から突出させ、上記ドリル本体(30)を回転駆動することによって上記掘削ビット(34)の他端側によって上記下穴(21)の底部に拡径部(22)を形成する工程と、
を備えたことを特徴とするコンクリート構造物の穴あけ方法。
In a method of forming a cylindrical hole having a diameter-increased portion at the bottom in a concrete structure,
Forming in the concrete structure (20) a pilot hole (21) having an inner diameter equal to the cylindrical hole;
While incorporating an operation shaft cam (33) (32) having a concave cam surface to the lower hole (21) inner surface equal to the outer diameter of the drill body (30) that having a opening in the front end portion sidewalls (34A) The drill bit (34) is housed in the concave cam surface (34A) using the enlarged diameter drill rotatably attached to one end of the drill bit (34) in the opening and pivoted in the insertion direction . In this state, the drill main body (30) of the enlarged diameter drill is inserted into the lower hole (21) and the outer surface of the drill main body (30) is brought into contact with the inner surface of the lower hole (21) to maintain the posture of the expanded diameter drill and, by rotating the operation shaft (32) against the biasing force of the other end of the drill bit (34) by the said cam (34) projecting from said opening, said drill body (30) the drill bit by rotating the ( Forming enlarged diameter portion (22) in the bottom of the pilot hole (21) by the other end of the 4),
The drilling method of the concrete structure characterized by having.
JP2014236198A 2014-11-21 2014-11-21 Drilling method of concrete structure Expired - Fee Related JP6506538B2 (en)

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JP7187417B2 (en) * 2019-09-27 2022-12-12 濱中ナット株式会社 Structure drilling method
JP7362210B2 (en) 2019-12-06 2023-10-17 株式会社ケー・エフ・シー Construction method of concrete anchors

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DE3206387A1 (en) * 1982-02-22 1983-09-01 Hilti AG, 9494 Schaan DRILLING TOOL FOR UNDERCUT HOLES
JP2504765B2 (en) * 1987-02-26 1996-06-05 株式会社 ミヤナガ Upward expansion hole drilling device
JP3287554B2 (en) * 1999-08-05 2002-06-04 日本エルダルト株式会社 Expanding and viscous film removal bit
US20050183380A1 (en) * 2002-02-21 2005-08-25 Yoshinori Sato Post-construction anchor, and drill bit for drilling prepared holes therefor
JP2005105677A (en) * 2003-09-30 2005-04-21 Techno Eco:Kk Construction method for hole-in anchor
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