JP3040592U - Large diameter vertical hole drilling tool - Google Patents
Large diameter vertical hole drilling toolInfo
- Publication number
- JP3040592U JP3040592U JP1996013581U JP1358196U JP3040592U JP 3040592 U JP3040592 U JP 3040592U JP 1996013581 U JP1996013581 U JP 1996013581U JP 1358196 U JP1358196 U JP 1358196U JP 3040592 U JP3040592 U JP 3040592U
- Authority
- JP
- Japan
- Prior art keywords
- ground
- vertical member
- circular
- vertical
- bit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Earth Drilling (AREA)
Abstract
(57)【要約】
【課題】 地盤が硬質の場合でも大口径の立て孔の全断
面掘削を能率よく行うことができる掘削具の提供。
【解決手段】 回転しながら地盤に圧接される円盤の下
面3に完全円環状の垂直部材4と断続円環状の垂直部材
5を同心円状に取り付け垂直部材4,5の各下端には地
盤に円形溝を先行して切削・形成するビットを、また、
垂直部材4,5に挟まれた部分には前記ビットで切削・
形成された円形溝間を切削するカッタ7を、それぞれ装
着する。
(57) [Abstract] [PROBLEMS] To provide an excavator capable of efficiently excavating a large-diameter vertical cross-section even when the ground is hard. SOLUTION: A perfect circular vertical member 4 and an intermittent circular vertical member 5 are concentrically attached to a lower surface 3 of a disk that is pressed against the ground while rotating, and the lower ends of the vertical members 4 and 5 are circular to the ground. A bit that cuts and forms a groove in advance,
The part sandwiched between the vertical members 4 and 5 is cut with the bit.
The cutters 7 for cutting between the formed circular grooves are mounted respectively.
Description
【0001】[0001]
本考案は、地盤に大口径の立て孔を掘削する掘削具に関するものである。 The present invention relates to a drilling tool for drilling a large-diameter vertical hole in the ground.
【0002】[0002]
従来、地盤に大口径の立て孔を掘削する掘削具として、円盤の下面に多数のロ ーラカッタ等の切削具を装着し、この円盤を回転させながら地盤面に圧接して、 前記切削具で円形孔を全断面掘削するようにしたものは公知である。 Conventionally, as a drilling tool for excavating a large-diameter vertical hole in the ground, a large number of cutting tools such as roller cutters were attached to the lower surface of the disk, and while rotating this disk, it was pressed against the ground surface, and the cutting tool made a circular shape. It is known that the hole is drilled in full section.
【0003】 ところで、この従来例のように、平面的な地盤面に多数のローラカッタ等の切 削具を押し当てて地盤面を全面的に切り崩すものでは、地盤が硬質の場合に、各 切削具に作用する地盤の抵抗力が大きいため、切削効率が悪く、作業能率が上ら ないという問題点がある。By the way, in the conventional example in which a large number of cutting tools such as roller cutters are pressed against a flat ground surface to completely cut down the ground surface, when the ground is hard, each cutting is performed. There is a problem that the cutting efficiency is poor and the work efficiency cannot be improved because the ground resistance acting on the tool is large.
【0004】[0004]
本考案が解決しようとする課題は、前記従来例を改良し、地盤が硬質の場合で も大口径の立て孔の全断面掘削を効率良く行うことができる掘削具を提供するこ とにある。 The problem to be solved by the present invention is to improve the above-mentioned conventional example, and to provide an excavator capable of efficiently excavating a cross section of a large-diameter vertical hole even when the ground is hard.
【0005】[0005]
前記課題を解決するために、本考案の大口径立て孔掘削具(以下、本考案の掘 削具という)では、回転しながら地盤に圧接される円盤の下面に、完全円環状と 断続円環状の垂直部材を同心円状に取り付け、各垂直部材の下端には地盤に円形 溝を先行して切削・形成するビットを、また、各垂直部材に挟まれた部分には前 記ビットで切削・形成された円形溝間を切削するカッタを、それぞれ装着しでい る。 In order to solve the above-mentioned problems, the large-diameter vertical hole excavator (hereinafter referred to as the excavator of the present invention) has a perfect circular shape and an intermittent circular shape on the lower surface of the disk that is pressed against the ground while rotating. The vertical members are attached in concentric circles, the lower end of each vertical member is a bit that cuts and forms a circular groove in the ground in advance, and the part sandwiched by each vertical member is cut and formed by the bit described above. The cutters that cut between the circular grooves are installed.
【0006】 なお、本考案でいう「断続円環状の垂直部材」は、円環を分断した形状で、断 面が円弧状であり、円周に沿って適宜間隔で並べて配置されるものである。The “intermittent annular vertical member” referred to in the present invention is a shape obtained by dividing an annulus, has an arcuate cross section, and is arranged along the circumference at appropriate intervals. .
【0007】 また、本考案の掘削具における「カッタ」は前記従来例における「ローラカッ タ等の切削具」に相当するものであり、本考案では、このカッタの切削効率を、 その回動経路の両側の地盤に垂直部材の下端のビットで先行して溝を形成するこ とにより、向上させるようにしている。Further, the “cutter” in the excavator of the present invention corresponds to the “cutting tool such as a roller cutter” in the above-mentioned conventional example, and in the present invention, the cutting efficiency of the cutter is determined by the rotation path. A bit is formed at the lower end of the vertical member on the ground on both sides to form a groove in advance to improve the groove.
【0008】[0008]
本考案の掘削具は大口径(例えば1〜4m程度)の立て孔の掘削に使用される ものであるが、図1,図2には比較的大径の場合の実施例が、図3,図4には比 較的小径の場合の実施例が、それぞれ示されている。 The excavator according to the present invention is used for excavating a large-diameter hole (for example, about 1 to 4 m), and FIGS. 1 and 2 show an embodiment in the case of a relatively large diameter. FIG. 4 shows examples of comparatively small diameters.
【0009】 図1,図2において、1は上端部が駆動装置(図示しない)に連結された動力 伝達軸、2は動力伝達軸1の下端に固着された円盤であり、円盤2は、動力伝達 軸1から強力な回転力と推力を受けて、その下面3が地盤に押し付けられた状態 で一方向に回転するようになっている。In FIGS. 1 and 2, 1 is a power transmission shaft having an upper end coupled to a drive device (not shown), 2 is a disc fixed to the lower end of the power transmission shaft 1, and the disc 2 is a power transmission shaft. Upon receiving a strong rotational force and thrust from the transmission shaft 1, the lower surface 3 of the transmission shaft 1 rotates in one direction while being pressed against the ground.
【0010】 4は円盤2の下面3に下向きに突設された完全円環状の垂直部材、5は同じく 断続円環状の垂直部材であり、図1,図2に示す実施例では、円盤2の下面3の 外周部と中心部にそれぞれ垂直部材4が配置され、また、それらの間に2つの同 心円状に垂直部材5が配置されている。Reference numeral 4 denotes a complete annular vertical member which is provided on the lower surface 3 of the disk 2 so as to project downward, and 5 is also a discontinuous annular vertical member. In the embodiment shown in FIGS. Vertical members 4 are respectively arranged on the outer peripheral portion and the central portion of the lower surface 3, and two vertical members 5 are concentrically arranged between them.
【0011】 垂直部材4と垂直部材5の各下端には地盤切削用の複数のビット6が装着され 、円盤2の回転に伴って、垂直部材4と垂直部材5の各下方の地盤に先行して円 形溝が切削・形成されるようになっている。A plurality of bits 6 for ground cutting are attached to the lower ends of the vertical member 4 and the vertical member 5, respectively, and the ground below the vertical member 4 and the vertical member 5 is preceded by the rotation of the disk 2. A circular groove is cut and formed.
【0012】 各垂直部材間の環状部にはそれぞれ複数のローラカッタ7が装着され、ビット 6で切削・形成された円形溝間の環状部を切削するようになっているが、外部部 寄りのローラカッタ7には比較的大型のものが、中心部寄りのローラカッタ7は 比較的小型のものが、それぞれ用いられている。A plurality of roller cutters 7 are attached to the annular portions between the vertical members, respectively, so as to cut the annular portions between the circular grooves cut and formed by the bit 6, but the outer cutters near the outer portion. A relatively large roller cutter 7 is used, and a relatively small roller cutter 7 near the center is used.
【0013】 中心部の垂直部材5の内部には垂直部材5に設けた開口部を通してカンチレバ ー型のローラカッタ8が延び、このローラカッタ8で中心部の地盤を切削するよ うになっている。A cantilever type roller cutter 8 extends through an opening formed in the vertical member 5 inside the vertical member 5 in the central portion, and the ground in the central portion is cut by the roller cutter 8.
【0014】 なお、ビット6やローラカッタ7,8で切削された切削ずりは、円盤2の下面 3に設けられたずり取り込み口9,10から円盤2内の空間11内に入り、一時 、保留された後、適宜手段で地上に排出されるようになっている。The cutting shear cut by the bit 6 and the roller cutters 7 and 8 enters the space 11 in the disk 2 through the shear intakes 9 and 10 provided in the lower surface 3 of the disk 2 and is temporarily held. Then, it will be discharged to the ground by appropriate means.
【0015】 図3,図4に示す実施例では、円盤2の下面3の外周部に断続円環状の垂直部 材5を、中心部に完全円環状の垂直部材4を、それぞれ突設しており、細部では 違うものの、基本的な点は図1,図2に示す実施例と同じである。In the embodiment shown in FIG. 3 and FIG. 4, the intermittent circular vertical member 5 is provided on the outer peripheral portion of the lower surface 3 of the disk 2, and the complete circular vertical member 4 is provided at the central portion. Although the details are different, the basic points are the same as those of the embodiment shown in FIGS.
【0016】 なお、本考案の掘削具は、先端にビットを装着したケーシングを一方向に回転 させながら地中に圧入するとともにその内部を適宜の掘削具で掘削する工法にお ける、中掘り用掘削具としても使用できるが、この場合は、外周部の垂直部材は 省略できる。The excavator according to the present invention is for use in medium excavation in a construction method in which a casing having a bit attached to the tip is pressed into the ground while rotating in one direction and the inside thereof is excavated by an appropriate excavator. It can also be used as a drilling tool, but in this case, the vertical member on the outer periphery can be omitted.
【図1】本考案の一実施例における垂直部材とカッタ
(ローラカッタ)の配置態様を示す断面図である。FIG. 1 is a sectional view showing an arrangement of a vertical member and a cutter (roller cutter) according to an embodiment of the present invention.
【図2】図1のX−X線断面図である。FIG. 2 is a sectional view taken along line XX of FIG.
【図3】本考案の別の実施例における垂直部材とカッタ
(ローラカッタ)の配置態様を示す断面図である。FIG. 3 is a sectional view showing an arrangement of a vertical member and a cutter (roller cutter) according to another embodiment of the present invention.
【図4】図3のY−Y線断面図である。FIG. 4 is a sectional view taken along line YY of FIG. 3;
1:動力伝達軸、2:円盤、3:下面、4:垂直部材、
5:垂直部材、6:ビット、7:ローラカッタ、8:ロ
ーラカッタ、9:ずり取り入れ口、10:ずり取り入れ
口、11:空間。1: Power transmission shaft, 2: Disc, 3: Lower surface, 4: Vertical member,
5: vertical member, 6: bit, 7: roller cutter, 8: roller cutter, 9: shear inlet, 10: shear inlet, 11: space.
Claims (1)
面に、完全円環状と断続円環状の垂直部材を同心円状に
取り付け、各垂直部材の下端には地盤に円形溝を先行し
て切削・形成するビットを、また、各垂直部材に挟まれ
た部分には前記ビットで切削・形成された円形溝間を切
削するカッタを、それぞれ装着したことを特徴とする大
口径立て孔掘削具。1. A perfect circular and an intermittent circular vertical member are concentrically attached to the lower surface of a disk that is pressed against the ground while rotating, and a circular groove is cut in the ground at the lower end of each vertical member in advance. A large-diameter vertical hole excavator characterized in that a bit to be formed and a cutter for cutting between the circular grooves cut / formed by the bit are mounted in a portion sandwiched between the vertical members.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1996013581U JP3040592U (en) | 1996-12-05 | 1996-12-05 | Large diameter vertical hole drilling tool |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1996013581U JP3040592U (en) | 1996-12-05 | 1996-12-05 | Large diameter vertical hole drilling tool |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3040592U true JP3040592U (en) | 1997-08-26 |
Family
ID=43175160
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1996013581U Expired - Lifetime JP3040592U (en) | 1996-12-05 | 1996-12-05 | Large diameter vertical hole drilling tool |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3040592U (en) |
-
1996
- 1996-12-05 JP JP1996013581U patent/JP3040592U/en not_active Expired - Lifetime
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