JPH06173572A - Device for boring hole in intersection of shape steels disposed at right angle - Google Patents

Device for boring hole in intersection of shape steels disposed at right angle

Info

Publication number
JPH06173572A
JPH06173572A JP26151792A JP26151792A JPH06173572A JP H06173572 A JPH06173572 A JP H06173572A JP 26151792 A JP26151792 A JP 26151792A JP 26151792 A JP26151792 A JP 26151792A JP H06173572 A JPH06173572 A JP H06173572A
Authority
JP
Japan
Prior art keywords
steel
section steel
channel steel
flange
intersection
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.)
Granted
Application number
JP26151792A
Other languages
Japanese (ja)
Other versions
JPH0741453B2 (en
Inventor
Kiyotaka Kobori
淨孝 小堀
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.)
KOBORI TEKKO KK
Original Assignee
KOBORI TEKKO 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 KOBORI TEKKO KK filed Critical KOBORI TEKKO KK
Priority to JP26151792A priority Critical patent/JPH0741453B2/en
Publication of JPH06173572A publication Critical patent/JPH06173572A/en
Publication of JPH0741453B2 publication Critical patent/JPH0741453B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Drilling And Boring (AREA)

Abstract

PURPOSE:To bore a plurality of holes for insertion of bolts at an intersection between an H-section steel and a channel steel by positioning a machine frame horizontally to a channel steel to fix it thereto and actuating a multispindle drilling machine, while holding the axis of the machine perpendicular to the flange surface of the H- section steel. CONSTITUTION:A machine frame 4 is positioned with respect to a channel steel 2 by means of a horizontally positioning member 5, following which a pump 41 for operation of a clamp device and a pump 42 for moving a multispindle drilling machine are actuated, and piston rods 22 of upper and lower hydraulic cylinders 21 are retracted to close a clamp arm 20 and a flange 1a on the side of the steel 2 is clamped at upper and lower points thereof. Next, the axis of a drilling machine 8 is held perpendicular to the flange surface 1a of the H-section steel 1 and six drills 30 are set at predetermined positions. And when a main spindle drive motor 31 is operated to move a valve actuation lever 44 to an advancing position, a sliding body 36 together with the machine 8 are advanced so that six holes are bored at a time at an intersection 3 between the H-section steel 1 and channel steel 2 in the range of from a web 2c to the flange 1a.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、土木工事、たとえば
地下道建設時の最初の縦穴掘削工事に使用される直交形
鋼交差部穿孔装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an orthogonal steel cross hole punching device used for civil engineering work, for example, the first vertical hole excavating work when constructing an underground passage.

【0002】[0002]

【従来の技術】上記のような工事のさい、多数のH形鋼
(1) を順次平行になるように土中に垂直に打込み、最初
は1本の溝形鋼(2) をH形鋼(1) に対して直交するよう
に地面に置きかつ水平になるように調整してから両者を
ボルト締めし、つぎからは溝形鋼(2) の下方を掘削して
つぎに溝形鋼(2) の両端を架台(図示略)に水平になる
ように支持してH形鋼(1) にボルト締めするという作業
を下方に向かって順次行なっている(図5参照)。
2. Description of the Related Art A large number of H-shaped steels during the above construction
Drive (1) vertically into the soil so that it becomes parallel, and first place one channel steel (2) on the ground so that it is perpendicular to the H-section steel (1) and be horizontal. After tightening them, bolt them together, then dig below the channel steel (2) and then support both ends of the channel steel (2) horizontally on a frame (not shown). The H-shaped steel (1) is bolted to the H-shaped steel (1) sequentially downward (see Fig. 5).

【0003】[0003]

【発明が解決しようとする課題】上記ボルト締めにさい
しては、通常、H形鋼(1) と溝形鋼(2) の各交差部(3)
に6つのボルト挿通孔(50)をあけている。この穿孔作業
は、従来単軸の電気ドリルを用い、人力で行なってい
る。ところが、足場が悪いために切削屑による負傷がし
ばしば起きるばかりか、もちろん作業能率も悪い。さら
に、すべてのH形鋼(1) の片方のフランジ(1a)は同一の
垂直面にそろっていることはなく、いずれかはこの垂直
面からある角度傾いたりずれたりしている。このような
場合、上記交差部(3) において溝形鋼(2) はH形鋼(1)
に密接しないから、交差部(3) の両側方部分で溝形鋼
(2) の上下フランジ(2a)(2b)を切断し、ボルト締めを強
く行なうことによりH形鋼(1) のフランジ(1a)に溝形鋼
(2) のウエブ(2c)を密接せしめ、その後切断部分を溶接
により接続しているが、H形鋼(1) と溝形鋼(2) との間
に存在する隙間をなくすように締め付けるのには強い力
を必要とする。
When tightening the above-mentioned bolts, the intersections (3) of the H-section steel (1) and the channel steel (2) are usually used.
There are 6 bolt insertion holes (50) in the hole. This drilling work is conventionally performed manually using a single-axis electric drill. However, due to poor scaffolding, injuries due to cutting debris often occur, and of course work efficiency is poor. Furthermore, not all flanges (1a) of all H-section steels (1) are aligned on the same vertical plane, but either one is tilted or deviated from this vertical plane by a certain angle. In such a case, the channel steel (2) at the intersection (3) is replaced by the H-section steel (1).
Since it is not in close contact with the channel steel at both sides of the intersection (3)
By cutting the upper and lower flanges (2a) and (2b) of (2) and tightening the bolts strongly, the flange steel (1a) of the H-section steel (1) is grooved steel.
The web (2c) of (2) is brought into close contact, and then the cut parts are connected by welding, but it is tightened so as to eliminate the gap existing between the H-section steel (1) and the channel steel (2). Requires a strong force.

【0004】この発明の目的は、土木工事において、安
全かつ簡単に能率よく孔あけ作業を行なうことができる
直交形鋼交差部穿孔装置に関する。
An object of the present invention is to provide an orthogonal steel crossing piercing device capable of safely and simply and efficiently performing a drilling work in civil engineering work.

【0005】[0005]

【課題を解決するための手段】この発明による直交形鋼
交差部穿孔装置は、垂直H形鋼に直交状に配置せられた
溝形鋼に対する可動機枠の水平位置決め部材と、H形鋼
の片方のフランジを上下2箇所において左右両側から締
め付けるクランプ装置と、溝形鋼をH形鋼に押圧する押
圧装置と、H形鋼に固定された機枠上を前後動する多軸
穿孔機とを備えているものである。
SUMMARY OF THE INVENTION An orthogonal steel crossing piercing device according to the present invention comprises a horizontal positioning member for a movable machine frame with respect to a channel steel vertically arranged in a vertical H steel, and an H steel horizontal positioning member. A clamp device for tightening one flange from the left and right sides at two places at the top and bottom, a pressing device for pressing the channel steel against the H-section steel, and a multi-axis drilling machine that moves back and forth on the machine frame fixed to the H-section steel. It is equipped.

【0006】[0006]

【作用】この発明による直交形鋼交差部穿孔装置は、垂
直H形鋼に直交状に配置せられた溝形鋼に対する可動機
枠の水平位置決め部材と、H形鋼の片方のフランジを上
下2箇所において左右両側から締め付けるクランプ装置
と、溝形鋼をH形鋼に押圧する押圧装置と、H形鋼に固
定された機枠上を前後動する多軸穿孔機とを備えている
ので、まず、上記穿孔装置を穿孔すべきH形鋼と溝形鋼
の交差部までクレーンまたはブルトーザで運び、溝形鋼
に対して水平位置決め部材を当接せしめると、機枠を水
平に保つことができる。つぎに、H形鋼の片方のフラン
ジを上下2箇所において締め付けるクランプ装置を作動
して、機枠をH形鋼に固定すると、穿孔機の軸心をH形
鋼のフランジ面に対し垂直に保つことができる。つぎ
に、溝形鋼をH形鋼に押圧する押圧装置を作動すると、
溝形鋼のウエブ面をH形鋼のフランジ面に密接すること
ができる。最後に、多軸穿孔機を作動して機枠上の多軸
穿孔機を前進せしめると、H形鋼と溝形鋼の交差部に一
挙に複数のボルト挿通孔をあけることができる。
According to the present invention, there is provided a cross section drilling apparatus for cross section steel having a horizontal positioning member for a movable machine frame with respect to a groove section steel which is arranged orthogonally to a vertical H section steel, and one flange of the H section steel for vertically arranging. Since it is equipped with a clamp device for tightening from both left and right sides at a location, a pressing device for pressing the channel steel against the H-shaped steel, and a multi-axis perforator that moves back and forth on the machine frame fixed to the H-shaped steel, The machine frame can be kept horizontal by carrying the boring device to the intersection of the H-shaped steel and the grooved steel to be perforated by a crane or a bulltozer and bringing the horizontal positioning member into contact with the grooved steel. Next, when the machine frame is fixed to the H-section steel by operating the clamp device that tightens one flange of the H-section steel at the upper and lower positions, the axis of the drilling machine is kept perpendicular to the flange surface of the H-section steel. be able to. Next, when the pressing device for pressing the channel steel to the H-shaped steel is operated,
The web surface of the channel steel can be brought into close contact with the flange surface of the H-section steel. Finally, when the multi-spindle drilling machine is operated and the multi-spindle drilling machine on the machine frame is advanced, it is possible to open a plurality of bolt insertion holes at the intersection of the H-section steel and the channel steel.

【0007】[0007]

【実施例】この発明の実施例を、図面を参照して説明す
る。
Embodiments of the present invention will be described with reference to the drawings.

【0008】図1ないし図3に示されている直交形鋼交
差部穿孔装置は、垂直H形鋼(1) に直交状に配置せられ
た溝形鋼(2) に対する可動機枠(4) の水平位置決め部材
(5)と、H形鋼(1) の片方のフランジ(1a)を上下2箇所
において左右両側から締め付けるクランプ装置(6) と、
溝形鋼(2) をH形鋼(1) に押圧する押圧装置(7) と、H
形鋼(1) に固定された機枠(4) 上を前後動する多軸穿孔
機(8) とを備えているものである。
The cross-section steel cross-drilling device shown in FIGS. 1 to 3 has a movable machine frame (4) for a channel steel (2) arranged orthogonally to a vertical H-section steel (1). Horizontal positioning member
(5) and a clamp device (6) for tightening one flange (1a) of the H-section steel (1) from the left and right sides at the two upper and lower locations,
A pressing device (7) for pressing the channel steel (2) against the H-shaped steel (1);
It is provided with a multi-spindle drilling machine (8) that moves back and forth on a machine frame (4) fixed to a shaped steel (1).

【0009】機枠(4) は、底板(9) と、底板(9) の前寄
り左右に立てられた一対の角形支柱(10)と、両支柱(10)
の上端内面にわたし止められたはり(11)と、両支柱(10)
およびはり(11)の上端に、底板(9) と前端どうしがそろ
うようにして後方突出状に固着せられた頂板(12)と、両
支柱(10)の上部後面と頂板(12)の下面に固着せられかつ
下辺が後方に向かって上り勾配となっている上部補強板
(13)と、両支柱(10)の下部後面と底板(9) の上面に固着
せられかつ上辺が後方に向かって下り勾配となっている
下部補強板(14)と、頂板(12)の前後端の左右に設けられ
かつクレーン吊り下げ索を連結するための孔を有する立
上り部(15)とよりなる。
The machine frame (4) includes a bottom plate (9), a pair of square columns (10) standing on the left and right sides of the bottom plate (9), and both columns (10).
Beams (11) fixed to the inner surface of the upper end of the
And the top plate (12) fixed to the upper end of the beam (11) so that the bottom plate (9) and the front ends are aligned rearward, and the upper rear surface of both columns (10) and the lower surface of the top plate (12). The upper reinforcing plate that is fixed to the bottom and the lower side has an upward slope toward the rear.
(13), a lower reinforcing plate (14) fixed to the lower rear surface of both columns (10) and the upper surface of the bottom plate (9), and the upper side of which is a downward slope toward the rear, and the top plate (12). It comprises a rising part (15) provided on the left and right of the front and rear ends and having a hole for connecting a crane hanging rope.

【0010】機枠(4) の水平位置決め部材(5) は、機枠
(4) から前方にのびたアーム状のもので、両支柱(10)の
高さの中央より若干上方の外面に固着された基部(5a)
と、溝形鋼(2) の上部フランジ(2a)に当接せられる先端
部(5b)と、基部(5a)および先端部(5b)間の中間部(5c)と
よりなり、基部(5a)および先端部(5c)の下面はともに水
平であるが、基部(5a)の厚さは先端部(5b)より厚く、そ
のため中間部(5c)の下面は前から後にかけて下り勾配と
なっている。
The horizontal positioning member (5) of the machine frame (4) is
An arm-shaped member extending forward from (4), and a base (5a) fixed to the outer surface slightly above the center of the height of both columns (10).
And a middle part (5c) between the base part (5a) and the tip part (5b) and the tip part (5b) to be brought into contact with the upper flange (2a) of the channel steel (2). ) And the lower surface of the tip portion (5c) are both horizontal, but the thickness of the base portion (5a) is thicker than that of the tip portion (5b), so the lower surface of the middle portion (5c) has a downward slope from the front to the back. There is.

【0011】両支柱(10)の内方にこれらと平行にかつは
り(11)から垂下状に垂直取付板(16)が設けられており、
各支柱(10)と各垂直取付板(16)間の上部と下部に、それ
ぞれ相互に所定間隔をおいて2枚の方形水平支持片(17)
が配置せられかつ支柱(10)と取付板(16)に固着せられて
いる。また、各支柱(10)と各垂直取付板(16)の間で前者
の高さの中央位置において、両者の前後に方形垂直支持
片(18)がわたし止められるとともに、各前後垂直支持片
(18)の上下端に方形水平補強片(19)が固着せられてい
る。
A vertical mounting plate (16) is provided inward of both columns (10) in parallel with them and hanging from the beam (11).
Two rectangular horizontal support pieces (17) at a predetermined distance from each other at the upper and lower parts between each column (10) and each vertical mounting plate (16).
Are arranged and fixed to the column (10) and the mounting plate (16). In addition, at the center position of the former height between each column (10) and each vertical mounting plate (16), the rectangular vertical support pieces (18) are fastened to the front and rear of both, and the front and rear vertical support pieces are also provided.
Rectangular horizontal reinforcing pieces (19) are fixed to the upper and lower ends of (18).

【0012】クランプ装置(6) は上下に一対存在してお
り、各クランプ装置(6) は、平面からみてL形の左右一
対のクランプ・アーム(20)と、両クランプ・アーム(20)
を開閉する流体圧シリンダ(21)とを備えている。前後方
向にのびたアーム本体(20a)の基部は、アーム(20)が揺
動しうる間隔をおいて設けられている2枚の水平支持片
(17)の間に挿入せられ、両水平支持片(17)に枢着せられ
ている。流体圧シリンダ(21)のシリンダ端の扁平突出部
は一方のアーム本体(20a) の片面に固着せられた側面か
らみてコ形の取付金具(49)に枢着せられ、ピストン・ロ
ッド(22)の端の扁平突出部は前記同様の取付金具(49)に
枢着せられている。アーム本体(20a) から内方に直角に
折曲った屈曲部(20b) の片面後方には、ブロック(23)を
介して屈曲部(20b) の後辺と所定の角度をなして開いた
横断面L形の案内部材(24)が固着せられている。上記所
定の角度というのは、一対のクランプ・アーム(20)を閉
じるにつれて案内部材(24)がH形鋼(1) のフランジ(1a)
の縁に接し、機枠(4) をフランジ(1a)面に対して正確な
位置にくるように案内調整しうる角度をいう。取付金具
(49)とブロック(23)には、矩形の補強板(25)がわたし止
められている。そして、クランプ・アーム(20)は、上部
クランプ装置(6) では下側に位置せしめられ、下部クラ
ンプ装置(6) では上側に位置せしめられている。
There are a pair of upper and lower clamp devices (6), and each clamp device (6) includes a pair of left and right clamp arms (20) having an L-shape when viewed from above and both clamp arms (20).
And a fluid pressure cylinder (21) for opening and closing. The base portion of the arm body (20a) extending in the front-rear direction is provided with two horizontal support pieces provided at intervals so that the arm (20) can swing.
It is inserted between (17) and is pivotally attached to both horizontal support pieces (17). The flat protrusion on the cylinder end of the fluid pressure cylinder (21) is pivotally attached to the U-shaped mounting bracket (49) when viewed from the side fixed to one side of one arm body (20a), and the piston rod (22) The flat protrusion at the end of is attached to a mounting bracket (49) similar to the above. Behind one side of the bent part (20b) bent at a right angle inward from the arm body (20a), a cross section opened at a predetermined angle with the rear side of the bent part (20b) via the block (23). A guide member (24) having a surface L shape is fixed. The predetermined angle means that as the pair of clamp arms (20) are closed, the guide member (24) is the flange (1a) of the H-shaped steel (1).
It is an angle that touches the edge of the machine frame and allows the machine frame (4) to be guided and adjusted so as to come to an accurate position with respect to the flange (1a) surface. Mounting bracket
Rectangular reinforcing plates (25) are fastened to the (49) and the block (23). The clamp arm (20) is located on the lower side of the upper clamp device (6) and is located on the upper side of the lower clamp device (6).

【0013】押圧装置(7) は、機枠(4) の高さの中央の
左右に配置せられた一対の前向き流体圧シリンダ(26)よ
りなり、シリンダ部分は前後垂直片(18)に水平に貫通さ
れてこれらに固着せられ、そのピストン・ロッド(27)に
有底円筒状ヘッド(28)がはめ被せられている。
The pressing device (7) is composed of a pair of forward-facing fluid pressure cylinders (26) arranged on the left and right of the center of the machine frame (4), and the cylinder part is horizontal to the front and rear vertical pieces (18). The piston rod (27) is fitted with a bottomed cylindrical head (28).

【0014】多軸穿孔機(8) は、前端の多軸ヘッド(29)
に6本のドリル(30)を備え、後端に主軸回転モータ(31)
を備えている。底板(9) 上には、後端部において前向き
水平流体圧シリンダ(32)が固定せられかつ内蔵せられた
中空案内台(33)が取り付けられている。多軸穿孔機(8)
の胴部(34)は、案内台(33)上部の案内部(35)にまたがっ
ている摺動体(36)にのせられてこれに連結せられてい
る。案内部(35)は前後方向にのびている。摺動体(36)の
前端下面には、中空案内台(33)の上壁に設けられた前後
方向にのびる長孔(図示略)を通して流体圧シリンダ(3
2)のピストン・ロッド(37)に連結された脚(38)が設けら
れている。中空案内台(33)の前壁(39)には、前後調整自
在なストッパ(40)が内方突出状に設けられている。
The multi-axis drilling machine (8) has a multi-axis head (29) at the front end.
It is equipped with 6 drills (30) and the spindle rotation motor (31) is at the rear end.
Is equipped with. On the bottom plate (9), a hollow guide stand (33), in which a forward-facing horizontal fluid pressure cylinder (32) is fixed and built in at the rear end, is attached. Multi Axis Perforator (8)
The body portion (34) is mounted on and connected to the sliding body (36) which straddles the guide portion (35) above the guide base (33). The guide part (35) extends in the front-rear direction. On the lower surface of the front end of the sliding body (36), through a long hole (not shown) extending in the front-rear direction provided in the upper wall of the hollow guide stand (33), the fluid pressure cylinder (3
A leg (38) connected to the piston rod (37) of 2) is provided. The front wall (39) of the hollow guide base (33) is provided with a stopper (40) that can be adjusted in the front-rear direction so as to project inward.

【0015】頂板(12)上には、クランプ装置作動用ポン
プ(41)、多軸穿孔機移動用ポンプ(42)および制御盤(43)
が配置せられており、さらに制御盤(43)の側方において
頂板(12)上に多軸穿孔機移動用流体圧シリンダ(32)のバ
ルブ操作レバー(44)が配置されている。制御盤(43)面に
は、クランプ装置(6) における流体圧シリンダ(21)の第
1バルブ操作レバー(45)および同第2バルブ操作レバー
(46)並びに押圧装置(7) における流体圧シリンダ(26)の
バルブ操作レバー(47)が取り付けられている。なお、流
体圧シリンダ(21)(26)(32)には、油圧が用いられてい
る。
On the top plate (12), a pump (41) for operating the clamp device, a pump (42) for moving the multi-spindle punch, and a control panel (43).
And a valve operating lever (44) of the fluid pressure cylinder (32) for moving the multi-spindle drilling machine is arranged on the top plate (12) at the side of the control panel (43). On the control panel (43) surface, the first valve operating lever (45) and the second valve operating lever (45) of the fluid pressure cylinder (21) of the clamp device (6) are provided.
(46) and the valve operating lever (47) of the fluid pressure cylinder (26) in the pressing device (7) are attached. Hydraulic pressure is used for the fluid pressure cylinders (21), (26) and (32).

【0016】図5には、並列状に直立せしめられた多数
のH形鋼(1) に最上段の溝形鋼(2)が直交状に配置せら
れすでに両者がボルト・ナット(48)で締め止められ、第
2段の溝形鋼(2) が直交状に配置せられ、H形鋼(1) と
溝形鋼(2) との各交差部(3)にそれぞれ6つの孔(50)が
あけられた状態が示されている。
In FIG. 5, the grooved steel (2) at the uppermost stage is arranged orthogonally to a large number of H-shaped steels (1) which are vertically erected in parallel, and both are already bolts and nuts (48). Clamped, the second stage channel steel (2) was placed orthogonally, and there were 6 holes (50) at each intersection (3) between the H-section steel (1) and the channel steel (2). ) Is opened.

【0017】上記孔(50)をあけるための上記穿孔装置に
よる操作をつぎに説明する。
The operation of the punching device to open the hole (50) will be described below.

【0018】機枠(4) をクレーン(図示略)で吊り下
げ、穿孔装置をH形鋼(1) と溝形鋼(2) の孔(50)をあけ
るべき交差部(3) に運び、水平位置決め部材(5) により
機枠(4) を溝形鋼(2) に対して左右に傾かないように位
置決めする。すなわち、左右一対のアーム状水平位置決
め部材(5) の先端部(5b)を溝形鋼(2) の上部フランジ(2
a)の上にのせるのである。このさい、クランプ装置(6)
の左右一対のクランプ・アーム(20)は、図4に示すよう
に、開放状態に保っておく。
The machine frame (4) is suspended by a crane (not shown), and the punching device is carried to the intersection (3) where the holes (50) of the H-section steel (1) and the channel steel (2) are to be opened, The horizontal positioning member (5) positions the machine frame (4) against the channel steel (2) so that it does not tilt left or right. That is, the tips (5b) of the pair of left and right arm-shaped horizontal positioning members (5) are connected to the upper flange (2) of the channel steel (2).
Place it on a). Clamping device (6)
The pair of left and right clamp arms (20) are kept open as shown in FIG.

【0019】つぎに、クランプ装置作動用ポンプ(41)お
よび多軸穿孔機移動用ポンプ(42)を作動させ、クランプ
装置(6) における流体圧シリンダ(21)の第1バルブ操作
レバー(45)および第2バルブ操作レバー(46)を締め付け
位置に移動し、上下の流体圧シリンダ(21)のピストン・
ロッド(22)を退入させる。すると、上下にある各左右一
対のクランプ・アーム(20)が閉じ、H形鋼(1) の溝形鋼
(2) 側のフランジ(1a)を上下2箇所において左右両側か
ら締め付け、穿孔機(8) の軸心をH形鋼(1) のフランジ
(1a)面に垂直に保つとともに、6本のドリル(30)を所定
位置に待機させる。
Next, the pump (41) for operating the clamp device and the pump (42) for moving the multi-spindle punch are operated, and the first valve operating lever (45) of the fluid pressure cylinder (21) in the clamp device (6) is operated. And move the second valve operating lever (46) to the tightening position to move the pistons of the upper and lower fluid pressure cylinders (21).
Withdraw the rod (22). Then, the pair of left and right clamp arms (20) at the top and bottom are closed, and the channel steel of H-section steel (1) is
Tighten the flange (1a) on the (2) side from the left and right sides at the two upper and lower positions, and set the shaft center of the punch (8) to the flange of the H-section steel (1).
Hold perpendicular to the (1a) plane and hold six drills (30) in place.

【0020】締め付けが終ると、第2バルブ操作レバー
(46)を流体圧シリンダ停止位置に移し、ピストン・ロッ
ド(22)を退入状態に保つ。つぎに、押圧装置(7) におけ
る流体圧シリンダ(26)のバルブ操作レバー(47)を押圧位
置に移す。すると、左右一対の流体圧シリンダ(26)のピ
ストン・ロッド(27)が前進し、その先端のヘッド(28)が
溝形鋼(2) のウエブ(2c)を2箇所でH形鋼(1) のフラン
ジ(1a)面に押圧する。このさい、第2バルブ操作レバー
(46)を再び操作位置に移し、締め付けを確実にする。
After tightening, the second valve operating lever
Move (46) to fluid cylinder stop position and keep piston rod (22) in retracted position. Next, the valve operating lever (47) of the fluid pressure cylinder (26) of the pressing device (7) is moved to the pressing position. Then, the piston rods (27) of the pair of left and right fluid pressure cylinders (26) move forward, and the head (28) at the tip of the pistons (27) moves the web (2c) of the channel steel (2) at two locations to form the H-shaped steel (1 ) Press on the flange (1a) surface. At this time, the second valve operating lever
Move (46) to the operating position again and secure the tightening.

【0021】そこで、最後に、多軸穿孔機(8) の主軸回
転モータ(31)を稼動し、多軸穿孔機移動用流体圧シリン
ダ(32)のバルブ操作レバー(44)を前進位置に移す。する
と、流体圧シリンダ(32)のピストン・ロッド(37)が押し
出され、これに連結せられた摺動体(36)が多軸穿孔機
(8) と一体になって前進し、H形鋼(1) と溝形鋼(2) の
交差部(3) において、後者のウエブ(2c)から前者の片方
のフランジ(1a)にかけて一挙に6つの孔(50)をあける。
なお、多軸穿孔機(8) の溝形鋼(2) までの移動は速く、
穿孔時の移動は遅くなるようになされている。
Therefore, finally, the main shaft rotating motor (31) of the multi-spindle drilling machine (8) is operated to move the valve operating lever (44) of the fluid pressure cylinder (32) for moving the multi-spindle drilling machine to the forward position. . Then, the piston rod (37) of the fluid pressure cylinder (32) is pushed out, and the sliding body (36) connected to this is pushed out by the multi-spindle punch.
Move forward together with (8), and at the intersection (3) of H-section steel (1) and channel steel (2), from the latter web (2c) to the former one flange (1a) at once. Drill 6 holes (50).
The movement of the multi-spindle punch (8) to the channel steel (2) is fast,
The movement during drilling is slowed down.

【0022】孔あけが完了すると、多軸穿孔機移動用流
体圧シリンダ(32)のバルブ操作レバー(44)を後退位置に
移す。すると、流体圧シリンダ(32)のピストン・ロッド
(37)が退入し、多軸穿孔機(8) が元の位置まで後退す
る。つぎに、その主軸回転モータ(31)を停止する。そし
て、クランプ装置(6) における流体圧シリンダ(21)の第
1バルブ操作レバー(45)および第2バルブ操作レバー(4
6)を開放位置に移すとともに、流体圧シリンダ(26)のバ
ルブ操作レバー(47)を後退位置に移す。すると、クラン
プ装置(6) における上下の流体圧シリンダ(21)のピスト
ン・ロッド(22)は押し出され、上下の各左右一対のクラ
ンプ・アーム(20)は開くとともに、押圧装置(7) におけ
る流体圧シリンダ(26)のピストン・ロッド(27)は退入
し、ヘッド(28)は後退する。その後、クランプ装置作動
用ポンプ(41)および多軸穿孔機移動用ポンプ(42)を停止
する。そして、クレーン操作により、穿孔装置をつぎに
孔をあけるべきH形鋼(1) と溝形鋼(2) の交差部(3) へ
と運ぶのである。
When the boring is completed, the valve operating lever (44) of the fluid pressure cylinder (32) for moving the multi-spindle punch is moved to the retracted position. Then, the piston rod of the fluid pressure cylinder (32)
(37) retreats and the multi-spindle punch (8) retracts to its original position. Next, the spindle rotation motor (31) is stopped. Then, the first valve operating lever (45) and the second valve operating lever (4) of the fluid pressure cylinder (21) in the clamp device (6) are
Move 6) to the open position and move the valve operating lever (47) of the fluid pressure cylinder (26) to the retracted position. Then, the piston rods (22) of the upper and lower fluid pressure cylinders (21) of the clamp device (6) are pushed out, the pair of upper and lower left and right clamp arms (20) are opened, and the fluid in the pressing device (7) is opened. The piston rod (27) of the pressure cylinder (26) retracts and the head (28) retracts. Then, the clamp device actuation pump (41) and the multi-axis punch moving pump (42) are stopped. Then, by operating the crane, the punching device is carried to the intersection (3) of the H-section steel (1) and the channel steel (2) where the next hole should be formed.

【0023】[0023]

【発明の効果】この発明による直交形鋼交差部穿孔装置
によれば、まず、穿孔装置を穿孔すべきH形鋼と溝形鋼
の交差部にクレーンまたはブルトーザで運び、溝形鋼に
対して水平位置決め部材を当接せしめると、機枠を水平
に保つことができ、つぎに、H形鋼の片方のフランジを
上下2箇所において締め付けるクランプ装置を作動し
て、機枠をH形鋼に固定すると、穿孔機の軸心をH形鋼
のフランジ面に対し垂直に保つことができ、さらに、溝
形鋼をH形鋼に押圧する押圧装置を作動すると、溝形鋼
のウエブ面がH形鋼のフランジ面に密接することがで
き、最後に、多軸穿孔機を作動してこれを前進せしめる
と、H形鋼と溝形鋼の交差部に一挙に複数のボルト挿通
孔をあけることができるので、土木工事において、安全
かつ簡単に能率よく孔あけ作業を行なうことが可能であ
る。
According to the cross-section steel cross-drilling device according to the present invention, first, the drilling device is carried to the cross-section of the H-shaped steel and the grooved steel to be drilled by a crane or a bulltozer, and the cross-shaped steel is drilled. The machine frame can be kept horizontal by abutting the horizontal positioning member, and then the machine frame is fixed to the H-section steel by operating the clamp device that tightens one flange of the H-section steel at the two upper and lower positions. Then, the axis of the punch can be kept perpendicular to the flange surface of the H-section steel, and when the pressing device that presses the channel steel against the H-section steel is operated, the web surface of the channel steel becomes H-shaped. It can be in close contact with the flange surface of steel, and finally, when a multi-spindle drill is operated to move it forward, it is possible to make multiple bolt insertion holes at the intersection of H-section steel and channel steel at once. This enables safe, easy and efficient drilling in civil engineering Only it is possible to carry out the work.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の実施例を示す直交形鋼交差部穿孔装
置の正面図である。
FIG. 1 is a front view of an orthogonal steel crossing punching device showing an embodiment of the present invention.

【図2】図1の穿孔装置の一部を切り欠いた側面図であ
る。
FIG. 2 is a side view in which a part of the punching device of FIG. 1 is cut away.

【図3】図2のIII −III 線にそう断面図である。FIG. 3 is a sectional view taken along line III-III in FIG.

【図4】左右一対のクランプ・アームが開いた状態を示
す図3相当の断面図である。
FIG. 4 is a sectional view corresponding to FIG. 3, showing a state in which a pair of left and right clamp arms are opened.

【図5】並列直立状H形鋼に溝形鋼を直交させた状態を
示す斜視図である。
FIG. 5 is a perspective view showing a state in which a channel steel is orthogonal to a parallel upright H-section steel.

【符号の説明】[Explanation of symbols]

(1) :H形鋼 (1a):H形鋼の片方のフランジ (2) :溝形鋼 (4) :可動機枠 (5) :可動機枠の水平位置決め装置 (6) :クランプ装置 (7) :押圧装置 (8) :多軸穿孔機 (1): H-section steel (1a): One flange of H-section steel (2): Channel section steel (4): Mobile machine frame (5): Horizontal positioning device for mobile machine frame (6): Clamping device ( 7): Pressing device (8): Multi-axis punching machine

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 垂直H形鋼に直交状に配置せられた溝形
鋼に対する可動機枠の水平位置決め部材と、H形鋼の片
方のフランジを上下2箇所において左右両側から締め付
けるクランプ装置と、溝形鋼をH形鋼に押圧する押圧装
置と、H形鋼に固定された機枠上を前後動する多軸穿孔
機とを備えている直交形鋼交差部穿孔装置。
1. A horizontal positioning member for a movable machine frame with respect to a channel steel arranged orthogonally to a vertical H-section steel, and a clamp device for tightening one flange of the H-section steel at two upper and lower positions from left and right sides, respectively. An orthogonal steel crossing punching device comprising a pressing device for pressing the channel steel against the H-shaped steel, and a multi-axis drilling machine that moves back and forth on a machine frame fixed to the H-shaped steel.
JP26151792A 1992-09-30 1992-09-30 Orthogonal steel intersection drilling device Expired - Lifetime JPH0741453B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26151792A JPH0741453B2 (en) 1992-09-30 1992-09-30 Orthogonal steel intersection drilling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26151792A JPH0741453B2 (en) 1992-09-30 1992-09-30 Orthogonal steel intersection drilling device

Publications (2)

Publication Number Publication Date
JPH06173572A true JPH06173572A (en) 1994-06-21
JPH0741453B2 JPH0741453B2 (en) 1995-05-10

Family

ID=17363007

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26151792A Expired - Lifetime JPH0741453B2 (en) 1992-09-30 1992-09-30 Orthogonal steel intersection drilling device

Country Status (1)

Country Link
JP (1) JPH0741453B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009178796A (en) * 2008-01-30 2009-08-13 Nitto Kohki Co Ltd Rotary cutting device with fixing device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009178796A (en) * 2008-01-30 2009-08-13 Nitto Kohki Co Ltd Rotary cutting device with fixing device
JP4551457B2 (en) * 2008-01-30 2010-09-29 日東工器株式会社 Rotary cutting machine with fixing device

Also Published As

Publication number Publication date
JPH0741453B2 (en) 1995-05-10

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