JPS59141631A - Drilling of large-diameter pit - Google Patents

Drilling of large-diameter pit

Info

Publication number
JPS59141631A
JPS59141631A JP1369983A JP1369983A JPS59141631A JP S59141631 A JPS59141631 A JP S59141631A JP 1369983 A JP1369983 A JP 1369983A JP 1369983 A JP1369983 A JP 1369983A JP S59141631 A JPS59141631 A JP S59141631A
Authority
JP
Japan
Prior art keywords
blade
diameter
expanding
hole
piston
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.)
Pending
Application number
JP1369983A
Other languages
Japanese (ja)
Inventor
Jiyunshiyoku Shin
申 潤植
Masanobu Nakada
昌伸 中田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOKUDO BOSAI GIJUTSU KK
Original Assignee
KOKUDO BOSAI GIJUTSU KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by KOKUDO BOSAI GIJUTSU KK filed Critical KOKUDO BOSAI GIJUTSU KK
Priority to JP1369983A priority Critical patent/JPS59141631A/en
Publication of JPS59141631A publication Critical patent/JPS59141631A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/54Piles with prefabricated supports or anchoring parts; Anchoring piles

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To reduce burden of a blade by a method in which the diameter-expanded blade of a plate of a fun shape is pivotally supported with an acute angular part to the fitting window of a bit body housed with a diameter-expanded piston, and a cutting edge whose long side is contacted with the face of the piston is projected from the bit body. CONSTITUTION:The diameter-expanded blade 12 of an almost triangular or fun- shaped plate is pivotally supported with a pin 13 to the blade fitting window 11 opening in the longitudinal direction of a clindrical pit-expanding bit body 1. The cutting edge 14 is provided downwards and in a freely coming-in and out manner to the inside and outside of the body 1. A diameter-expanded piston 3 is slidably housed in the body 1, and the long side 15 of the blade 12 is contacted with the conical face 31 of the piston 3. The pressure-supporting area A between the body 1 and the blade 12 can thus be increased.

Description

【発明の詳細な説明】 本発明は拡孔部削孔法、詳しくはアース アンカーの施
工にあたり、アンカ一体を定着する拡孔部の削孔法に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for drilling a hole in a hole, and more particularly, to a method for drilling a hole in a hole for fixing an integral anchor when constructing an earth anchor.

従来、所定の長さを一定径で先端のクラウンで削孔後、
ブレード ビットを閉翼して定着部を拡径し拡孔部を削
孔していたが、ブレード ビットはブレードのビット本
体にょる支圧面積が小さい、 ブレードの断面積が小さ
い、 ブレードに対するヒンジの負担が大きいなどの理
由で硬い岩石に接触したときはブレードが破損していた
。またブレードが垂直横開きであるビットでは転石が土
中に混在していると、ブレードと転石が共回りしたり、
ブレードが空回りして拡孔が不可能となっていた。
Conventionally, after drilling a predetermined length with a constant diameter using a crown at the tip,
The diameter of the fixing part was expanded and the hole was drilled by closing the blade bit, but the blade bit has a small bearing area on the bit body of the blade, a small cross-sectional area of the blade, and a hinge with respect to the blade. The blades were damaged when they came into contact with hard rocks due to heavy loads. In addition, if the blade is vertically opened horizontally, if there are boulders mixed in the soil, the blade and boulders may rotate together,
The blade was spinning idle, making it impossible to expand the hole.

本発明はこれらの欠点を改善するものであって転石等が
あっても共回りの危険がなく、拡径ブレードが開翼した
状態でもヒンジの負担を小さく、拡孔が容易な拡孔部削
孔法を提供することを目的とする。
The present invention aims to improve these drawbacks, and there is no danger of co-rotation even when there are boulders, etc., the load on the hinge is reduced even when the diameter expansion blade is opened, and the hole expansion part can be easily expanded. The purpose is to provide a hole method.

本発明の詳細な説明する。第1図は本発明で使用する拡
孔ビットの説明図であって作動前の状態を示す。円筒状
拡孔ビット本体/に長さ方向にブレード取付窓//が開
孔されている。前記取付窓//には略三角形ないし扇形
のプレート拡径ブレード/2が長辺を前記拡孔ビット本
体内に向けて鋭角部分でピン/3によって軸支され、拡
孔ビット本体内外に刃先/ゲが下向きかつ出没自在に設
けられている。拡孔ビット本体/・の端部には回転駈動
力を伝達する駆動力伝達部材!が連結されている。 拡
径ピストン3にはW環水を送水する送水孔が貫通され、
上端部で角柱状の駆動′l@4’が固着されている。 
拡径ピストン3は拡孔ビット本体内に収容され、拡径ピ
ストンの円すい面3/と拡径ブレード/2の長辺/jが
当接して刀先/lが拡孔ビット本体内に収容されている
The present invention will be described in detail. FIG. 1 is an explanatory view of the hole expanding bit used in the present invention, showing the state before operation. A blade attachment window is opened in the lengthwise direction of the cylindrical hole expanding bit body. In the mounting window //, a substantially triangular or fan-shaped plate diameter expanding blade /2 is pivotally supported by a pin /3 at an acute angle with its long side facing inside the hole expanding bit body, and the cutting edge /2 is mounted inside and outside the hole expanding bit body. The game is provided facing downward and can appear freely. At the end of the hole-expanding bit body, there is a driving force transmission member that transmits the rotational force! are connected. The diameter-expanding piston 3 is penetrated with a water supply hole for supplying W ring water.
A prismatic drive 'l@4' is fixed at the upper end.
The diameter-expanding piston 3 is housed in the hole-expanding bit body, and the conical surface 3/ of the diameter-expanding piston and the long side /j of the diameter-expanding blade/2 are in contact with each other, and the tip /l is housed inside the hole-expanding bit body. ing.

拡孔ビット本体/の末端部にはピストン紙台夕がねじこ
まれ、クラウン取付部材乙が拡孔ビット本体/に連結さ
れている。クラウン取付部tA乙にはクラウン7が取イ
寸けられている。
A piston paper holder is screwed into the distal end of the hole-expanding bit body, and a crown attachment member B is connected to the hole-expanding bit body. A crown 7 is provided in the crown attachment portion tAB.

次に本発明の拡孔部削孔法を説明する。Next, the method for drilling an enlarged hole according to the present invention will be explained.

まず、先端のクラウン7を回転させて所定長の小径孔を
削孔する。つづいて定着部を拡径して拡孔部を削孔する
には、クラウン7が小径孔の孔底に当接した状態で駆動
軸グを下方に押圧すると、拡径ビスl−ン3はピストン
紙台5に当接し、拡径ブレード/2は拡径ピストン3の
円周面3.2に当接して刃先/≠が拡孔ビット本体外に
突出しく第2図)、この状態で駆動軸tを回転駆動する
First, the crown 7 at the tip is rotated to drill a small diameter hole of a predetermined length. Next, in order to enlarge the diameter of the fixing part and drill an enlarged hole, press the drive shaft downward while the crown 7 is in contact with the bottom of the small diameter hole, and the diameter enlargement screw 3 is pressed downward. The diameter-expanding blade 2 contacts the circumferential surface 3.2 of the diameter-expanding piston 3, and the cutting edge protrudes outside the hole-expanding bit body (Fig. 2), and is driven in this state. The shaft t is driven to rotate.

所定長の拡孔部を削孔したのち、駆動軸グにカップラー
gをもって連結されたロツドワを引上げると、拡径ピス
トン3が上昇し、拡径ブレード/2の長辺15は拡径ピ
ストン3の円周面32との当接が解かれ、小径孔の孔壁
に押されて刀先/グが拡孔ビット本体内に収容され、拡
径ブレードの長辺/Sと拡径ピストンの円すい面3/が
当接した状態(第1図)で拡孔ビットが引上げられる。
After drilling a hole of a predetermined length, when the rod connected to the drive shaft g with a coupler g is pulled up, the diameter expansion piston 3 rises, and the long side 15 of the diameter expansion blade/2 is connected to the diameter expansion piston 3. The abutment with the circumferential surface 32 of the blade is released, the tip is pushed against the hole wall of the small diameter hole, and the tip is accommodated in the hole expanding bit body, and the long side of the expanding blade and the cone of the expanding piston are The hole-expanding bit is pulled up with the surfaces 3/ in contact (FIG. 1).

なお、削孔中はノズル33からの循環水によりスライム
が排除される。
Note that during drilling, slime is removed by circulating water from the nozzle 33.

本発明によれば、拡径ブレードをプレート型とし、その
長辺をヒンジとともに拡径ブレード窓わくできょう持し
ているので、拡孔ビット本体と拡径ブレードとの支圧面
積Aが大きく、大きな削孔抵抗に耐えられる、 開翼し
た拡径ブレードは拡径ピストンの円周面で長さ方向全体
で当接されているのでヒンジの負担が小さく、また拡径
ブレードへの負担もかさい、 刃先が下向きであるので
、ロッド軸力が拡孔地盤に直接に伝達され、有効削孔圧
が大きく、転石等があっても共回りの危険がない、 拡
径ブレードの長さを適宜選択することにより任意の有効
拡径ゲージΔの拡孔が可能である、 拡径ブレードの交
換が容易である。
According to the present invention, since the diameter expanding blade is plate-shaped and its long side is supported by the diameter expanding blade window frame together with the hinge, the bearing pressure area A between the hole expanding bit body and the diameter expanding blade is large. The open-winged enlarged diameter blade, which can withstand large drilling resistance, is in contact with the circumferential surface of the diameter enlarged piston along its entire length, so there is less stress on the hinge and less stress on the diameter enlarged blade. , Since the cutting edge points downward, the rod axial force is directly transmitted to the drilling ground, the effective drilling pressure is large, and there is no risk of co-rotation even if there are boulders, etc. Select the length of the expanding blade appropriately. By doing so, it is possible to expand the hole to any effective diameter expansion gauge Δ, and the diameter expansion blade can be easily replaced.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図及び第2図は本発明で使用する拡孔ビットの説明
図であって、拡径ブレードが閉翼した状態、及び開翼し
た状態をそれぞれ表わす。第3図は拡径ブレードと拡孔
ビット本体との支圧面積Aの説明図である。
FIGS. 1 and 2 are explanatory diagrams of the hole expanding bit used in the present invention, and show a state in which the diameter expanding blade is closed and a state in which the diameter expanding blade is opened, respectively. FIG. 3 is an explanatory diagram of the bearing pressure area A between the diameter expanding blade and the hole expanding bit body.

Claims (1)

【特許請求の範囲】[Claims] 地盤内を一定径で小径孔を削孔し、つづいて定着部を拡
孔ビットによって拡径して拡孔部を削孔するにあたり、
長さ方向にブレード取付窓を開孔した筒状拡孔ビット本
体内に拡径ピストンをしゆう動自在に収容し、略三角形
ないし扇形のプレート拡径ブレードをその鋭角部分で前
記取付窓に軸支し、その長辺を前記ピストンの円周面に
当接させ前記ブレードの刃先を前記拡孔ビット本体外に
突出させて拡孔ビットを定着部とするtJ\径孔内孔内
動することを特徴とする拡孔部削孔法。
When drilling a small diameter hole with a constant diameter in the ground, and then expanding the diameter of the anchoring part with a hole expansion bit to drill the expanded hole,
A diameter expanding piston is movably accommodated in a cylindrical hole expanding bit body with a blade mounting window opened in the length direction, and a substantially triangular or fan-shaped plate diameter expanding blade is pivoted into the mounting window with its acute angle. the long side of the blade is brought into contact with the circumferential surface of the piston, the cutting edge of the blade is projected outside the hole expanding bit body, and the hole expanding bit is used as a fixing part; A drilling method for expanding holes.
JP1369983A 1983-02-01 1983-02-01 Drilling of large-diameter pit Pending JPS59141631A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1369983A JPS59141631A (en) 1983-02-01 1983-02-01 Drilling of large-diameter pit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1369983A JPS59141631A (en) 1983-02-01 1983-02-01 Drilling of large-diameter pit

Publications (1)

Publication Number Publication Date
JPS59141631A true JPS59141631A (en) 1984-08-14

Family

ID=11840445

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1369983A Pending JPS59141631A (en) 1983-02-01 1983-02-01 Drilling of large-diameter pit

Country Status (1)

Country Link
JP (1) JPS59141631A (en)

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