JPH04289331A - Drilling of cylindrical block for manhole - Google Patents
Drilling of cylindrical block for manholeInfo
- Publication number
- JPH04289331A JPH04289331A JP3080786A JP8078691A JPH04289331A JP H04289331 A JPH04289331 A JP H04289331A JP 3080786 A JP3080786 A JP 3080786A JP 8078691 A JP8078691 A JP 8078691A JP H04289331 A JPH04289331 A JP H04289331A
- Authority
- JP
- Japan
- Prior art keywords
- drilling
- bit
- cylindrical block
- hole
- instructions
- 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
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28D—WORKING STONE OR STONE-LIKE MATERIALS
- B28D1/00—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
- B28D1/02—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing
- B28D1/04—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing with circular or cylindrical saw-blades or saw-discs
- B28D1/041—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing with circular or cylindrical saw-blades or saw-discs with cylinder saws, e.g. trepanning; saw cylinders, e.g. having their cutting rim equipped with abrasive particles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/12—Apparatus or processes for treating or working the shaped or preshaped articles for removing parts of the articles by cutting
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Road Repair (AREA)
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【0001】0001
【産業上の利用分野】本発明は、マンホール構成用の筒
状ブロックの所要部位に流出管用や流入管用の孔を正確
にかつ簡易、迅速に削孔する方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for accurately, simply and quickly drilling holes for outflow pipes and inflow pipes at desired locations in a cylindrical block for constructing a manhole.
【0002】0002
【従来の技術】マンホール構成用の筒状ブロックの所要
部位に流出管用や流入管用の孔を削孔する方法としては
、特公昭62−42095号公報が開示するものが提案
されている。2. Description of the Related Art Japanese Patent Publication No. 62-42095 discloses a method of drilling holes for outflow pipes and inflow pipes in required parts of a cylindrical block for constructing a manhole.
【0003】該方法は、マンホール構成用の筒状ブロッ
クの外周面所要部位に、落差(流出管の管底高と流入管
の管底高との差を示す落差)と角度(流出管を基点とし
て流入管の取付位置を角度で表した流入管の流出管に対
する角度)との罫書き線を施して後、これらの落差と角
度の罫書きを規準として、所定径のビットを先端に具え
た削孔機によって削孔するものであった。[0003] In this method, a head (the difference in height indicating the difference between the bottom height of an outflow pipe and an inflow pipe) and an angle (with the outflow pipe as the base point) are set at required locations on the outer peripheral surface of a cylindrical block for constructing a manhole. After marking the installation position of the inflow pipe (the angle of the inflow pipe with respect to the outflow pipe), a bit of a predetermined diameter was attached to the tip using the marks of these heights and angles as standards. The holes were drilled using a hole drilling machine.
【0004】0004
【発明が解決しようとする課題】前記した従来の削孔方
法は、削孔に先立ち、筒状ブロックの所要部位に落差と
角度を罫書きする作業が必須であったため、この罫書き
作業に多くの手間を要して作業に面倒さが伴う問題があ
った他、この罫書き作業が全体の作業の中で最も時間の
かかるものとなっていたことから、削孔作業能率が非常
に悪い問題があった。特に幾つもの孔を削孔する場合に
は、深刻な問題となっていた。[Problems to be Solved by the Invention] In the conventional drilling method described above, it was necessary to mark the drop and angle at the required portions of the cylindrical block prior to drilling. In addition to the problem that the work was troublesome because it took time and effort, the scribing work was the most time-consuming part of the whole work, so the efficiency of the drilling work was extremely poor. was there. This is a serious problem, especially when drilling multiple holes.
【0005】本発明は、このような手間と時間を要する
罫書き作業を一切不要として削孔作業の省力化、能率化
を達成せしめる、マンホール構成用の筒状ブロックに削
孔する方法(以下削孔方法という)に関するものである
。The present invention provides a method for drilling holes in cylindrical blocks for constructing manholes (hereinafter referred to as "boring"), which eliminates the need for such labor-intensive and time-consuming scribing work and achieves labor-saving and efficient drilling work. This is related to the hole method).
【0006】[0006]
【課題を解決するための手段】本発明に係る削孔方法の
一は、垂直な軸線回りに回転しうる回転支持体1を具え
た回転装置2と、上下動可能なコンクリート削孔用のビ
ット3を先端に具えた削孔機4とを用いて、流出管用や
流入管用の孔6をマンホール構成用の筒状ブロック7の
所要部位に削孔する方法であって,筒状ブロック7を、
その外周部下端の基準部25を回転支持体1の基準部2
3に合致させて該回転支持体1上に直立に載置し固定状
態として後、該回転支持体1を、削孔部位を指示する削
孔指示書の指示に従い軸線回りに設定角度分回転させ、
又ビット3を、削孔指示書の指示に従い上下方向に設定
量分動かし、これによってビット3の中心を、形成すべ
き孔の中心に合致させ、然る後ビット3を回転させつつ
該ビット3を前進させて削孔することを特徴とするもの
である。[Means for Solving the Problems] One of the drilling methods according to the present invention includes a rotating device 2 equipped with a rotating support 1 that can rotate around a vertical axis, and a concrete drilling bit that can move up and down. This is a method of drilling holes 6 for outflow pipes and inflow pipes in required parts of a cylindrical block 7 for constructing a manhole using a hole drilling machine 4 equipped with a hole 3 at the tip.
The reference part 25 at the lower end of the outer periphery is connected to the reference part 2 of the rotating support 1.
3 and placed it upright on the rotary support 1 and set it in a fixed state, and then rotated the rotary support 1 by a set angle around the axis according to the instructions in the drilling instruction sheet that specifies the drilling site. ,
Also, move the bit 3 vertically by a set amount according to the instructions in the drilling instructions, thereby aligning the center of the bit 3 with the center of the hole to be formed, and then rotating the bit 3 and moving the bit 3 by a set amount. The feature is that the hole is drilled by moving the hole forward.
【0007】又本発明に係る削孔方法の他は、垂直な軸
線回りに回転しうる回転支持体1を具えた回転装置2と
、上下動可能なコンクリート削孔用のビット3を先端に
具えた削孔機4とを用いて、流出管用や流入管用の孔6
をマンホール構成用の円筒状をなす筒状ブロック7の所
要部位に削孔する方法であって,筒状ブロック7を、そ
のステップ取付け部分32の外周部下端の基準部25を
回転支持体1の基準部23に合致させて該回転支持体1
上に直立に載置し固定状態として後、該回転支持体1を
、削孔部位を指示する削孔指示書の指示に従い軸線回り
に設定角度分回転させ、又ビット3を、削孔指示書の指
示に従い上下方向に設定量分動かし、これによってビッ
ト3の中心を、形成すべき孔の中心に合致させ、然る後
ビット3を回転させつつ該ビット3を前進させて削孔す
ることを特徴とするものである。[0007] In addition to the drilling method according to the present invention, there is a rotating device 2 equipped with a rotating support 1 that can rotate around a vertical axis, and a concrete drilling bit 3 that is movable up and down at the tip. Holes 6 for outflow pipes and inflow pipes are drilled using a hole drilling machine 4.
This is a method of drilling a hole in a required part of a cylindrical block 7 for configuring a manhole. The rotary support 1 is aligned with the reference portion 23.
After placing the rotary support 1 upright on top of the hole and setting it in a fixed state, the rotary support 1 is rotated by a set angle around the axis according to the instructions in the drilling instructions that specify the drilling location, and the bit 3 is rotated by a set angle according to the instructions in the drilling instructions that specify the drilling location. According to the instructions, move the bit 3 by a set amount in the vertical direction, thereby aligning the center of the bit 3 with the center of the hole to be formed, and then move the bit 3 forward while rotating the bit 3 to drill the hole. This is a characteristic feature.
【0008】なお後者の方法における場合、筒状ブロッ
ク7のステップ取付部分33と対向する外周部を、下端
から上端に亘る連続した平坦面10とし、該平坦面10
の下端中央部位を基準部25とすると基準部25の明瞭
化が図られて好ましい。In the case of the latter method, the outer peripheral portion of the cylindrical block 7 facing the step attachment portion 33 is a continuous flat surface 10 extending from the lower end to the upper end, and the flat surface 10
It is preferable to use the center portion of the lower end as the reference portion 25 because the reference portion 25 can be made clear.
【0009】又円筒状をなす筒状ブロック7を、その外
周部下端の基準部25を回転支持体の基準部23に合致
させ、かつ回転支持体1の上面に同心円上に間隔をおい
て突設されてなる係合突片17の3個以上のものを筒状
ブロック7の円形を呈する内周部11と係合させるとき
には、回転支持体上への筒状ブロック7の位置決め、固
定の容易化が図られて好ましい。Further, the cylindrical block 7 has a reference portion 25 at the lower end of its outer periphery aligned with the reference portion 23 of the rotary support, and protrusions are provided on the upper surface of the rotary support 1 at concentric intervals. When three or more of the provided engaging protrusions 17 are to be engaged with the circular inner peripheral portion 11 of the cylindrical block 7, it is easy to position and fix the cylindrical block 7 on the rotating support. This is preferable because it allows for
【0010】なお「マンホ−ル構成用の筒状ブロック」
なる語は、円筒状や角筒状をなすマンホ−ル構成のため
のブロックをいい、マンホールを構成する直壁ブロック
の他、下端に底板が取付けられて躯体ブロックを構成す
る筒状ブロックを含む概念である。[0010] "Cylindrical block for manhole construction"
The term refers to a block for configuring a manhole that has a cylindrical or square tube shape, and includes not only the straight wall blocks that make up the manhole, but also the cylindrical blocks that have a bottom plate attached to the lower end and make up the frame block. It is a concept.
【0011】[0011]
【実施例】以下本発明の実施例を図面に基づいて説明す
る。本発明に係る削孔方法は、図1に示す、垂直な軸線
回りに回転しうる回転支持体1を具えた回転装置2と、
上下動可能なコンクリート削孔用のビット3を先端に具
えた削孔機4とを用いて、図7に示すごとき流出管5a
用や流入管5b用の孔6を、マンホール構成用の筒状ブ
ロック7の所要部位に削孔する方法である。DESCRIPTION OF THE PREFERRED EMBODIMENTS Examples of the present invention will be described below with reference to the drawings. The drilling method according to the present invention includes a rotating device 2 equipped with a rotating support 1 that can rotate around a vertical axis, as shown in FIG.
Using a drilling machine 4 equipped with a vertically movable concrete drilling bit 3 at the tip, an outflow pipe 5a as shown in FIG.
In this method, holes 6 for use and inflow pipes 5b are drilled at required locations in a cylindrical block 7 for constructing manholes.
【0012】筒状ブロック7は、本実施例においては、
図2〜3に示すごとく、同一内径を有して上下端が開放
されかつその外周部9の一部に、下端から上端に亘る連
続した平坦面10が形成されてなる、平面形態が馬締形
を呈する円筒状に構成されており、円形を呈する内周部
11の、平坦面10との対向部分には、ステップ12の
所要数を、その両端を肉厚部分に埋設することにより上
下方向に並設してなる。In this embodiment, the cylindrical block 7 has:
As shown in FIGS. 2 and 3, the planar form is a horse fastener, which has the same inner diameter, is open at the upper and lower ends, and has a continuous flat surface 10 formed on a part of its outer circumference 9 from the lower end to the upper end. The required number of steps 12 are embedded in the thick part of the circular inner peripheral part 11 in the vertical direction by embedding the required number of steps 12 in the thick part. It will be installed in parallel.
【0013】又回転支持体1は、図1〜4に示すごとく
、本実施例においては円板体13を以って形成されてお
り、垂直な軸線回りに時計方向あるいは反時計方向に回
転可能となるよう機台14に設けてなる。そして該円板
体13の上面15には、図4に示すごとき、上面部分1
6がテーパ形状に形成されかつ筒状ブロック7の内周部
11と当接しうる(図3参照)位置決め用の係合突片1
7を、円板体上に載置される筒状ブロック7の内径に応
じて、図1に示すごとく同心円上に90度の角度ピッチ
で突出形成してなる。本実施例においては、内径の異な
る複数種類の筒状ブロックが円板体13に載置されるも
のとなされているために、図5に示すごとく同心円18
は複数とされ、各々の同心円上には、前記係合突片17
の下端に突出形成されている挿入突部19を挿入させう
る挿入孔20が設けられている。又円板体13の外周面
21には角度表示目盛22が施されている。そして該円
板体13の上面15には、その回転中心から角度表示目
盛22の角度零度の部位即ち基準部23、に向けて延び
る刻み線24が形成されている。該筒状ブロック7は、
それを円板体13上に載置する際、図2に示すごとく、
筒状ブロック7における平坦面10の下端中央部位とし
ての基準部25が前記刻み線24(基準部23)に合致
するようになされる。又機台14には、角度表示目盛2
2を指し示す指針26が取付けられており、この指針2
6の角度指示によって回転支持体1の回転角度を設定す
る。なお指針26は、例えば、それが角度零度を示す状
態において刻み線24がビット3の軸線と直交するよう
、機台14の正面中央部位に設けられている。そして回
転支持体1の回転角度が所要に設定された状態において
、該回転支持体1は、図示しない機台固定のストッパに
より固定される。Further, as shown in FIGS. 1 to 4, the rotary support 1 is formed of a disk body 13 in this embodiment, and is rotatable clockwise or counterclockwise around a vertical axis. It is provided on the machine stand 14 so that. The upper surface 15 of the disk body 13 has an upper surface portion 1 as shown in FIG.
6 is formed in a tapered shape and can come into contact with the inner circumferential portion 11 of the cylindrical block 7 (see FIG. 3); an engaging protrusion 1 for positioning;
7 are formed to protrude concentrically at an angular pitch of 90 degrees as shown in FIG. 1, depending on the inner diameter of the cylindrical block 7 placed on the disc body. In this embodiment, since a plurality of types of cylindrical blocks having different inner diameters are placed on the disc body 13, the concentric circles 18 as shown in FIG.
There are a plurality of engagement protrusions 17 on each concentric circle.
An insertion hole 20 into which an insertion protrusion 19 protrudingly formed is inserted is provided at the lower end of the holder. Further, an angle display scale 22 is provided on the outer peripheral surface 21 of the disc body 13. A score line 24 is formed on the upper surface 15 of the disc body 13, extending from the center of rotation toward the zero degree angle portion of the angle display scale 22, that is, the reference portion 23. The cylindrical block 7 is
When placing it on the disk body 13, as shown in FIG.
The reference portion 25, which is the center portion of the lower end of the flat surface 10 of the cylindrical block 7, is made to match the score line 24 (reference portion 23). Also, on the machine base 14, there is an angle display scale 2.
A pointer 26 pointing to point 2 is attached, and this pointer 26
The rotation angle of the rotary support 1 is set by the angle instruction 6. Note that the pointer 26 is provided, for example, at the center of the front surface of the machine base 14 so that the notch line 24 is perpendicular to the axis of the bit 3 when the pointer 26 indicates a zero angle. In a state where the rotation angle of the rotary support 1 is set as required, the rotary support 1 is fixed by a stopper (not shown) fixed to the machine base.
【0014】一方削孔機4は、図1、図3に示すごとく
、所定径を有するコンクリート削孔用のビット3を先端
に具えており、前記回転装置2の側方において立設され
た4本のガイド支柱27に案内されて、駆動ネジ軸28
の軸線回りの正逆回転動作により上下動可能となされて
いる。又一のガイド支柱27aの側部には、図1、図6
に示すごとく、上下方向に延びる目盛尺29が設けられ
るとともに、削孔機4を支持する支持台30には表示目
盛31を指し示す指針32が取付けられている。なお指
針31は、ビット3の中心が図3において二点鎖線で示
すごとく筒状ブロック7の下端に一致した状態において
、零mmの目盛(図6に示す表示目盛31a)を指し示
すようになされている。この削孔機4の上下の移動量即
ちビット3の上下の移動量は、指針32の指示によって
所望のものに設定される。又ビット3は、図3に矢印で
示すごとく、削孔機4内に装置された図示しない直線運
動装置によって、回転支持体1上に直立に載置、固定さ
れた状態にある筒状ブロック7に対し前後進可能となさ
れ、かつ水平な軸線回りに回転しつつ前進することによ
り、筒状ブロック7に流出管用や流入管用の孔6を削孔
しうるようになされている。図2に示すビット3は、そ
れが筒状ブロック7の外周部9と当接した状態を示し、
又図3において一点鎖線で示すビット3は、削孔後の状
態を示す。On the other hand, as shown in FIGS. 1 and 3, the hole-drilling machine 4 is equipped with a concrete-drilling bit 3 having a predetermined diameter at its tip. The drive screw shaft 28 is guided by the guide column 27 of the book.
It is possible to move up and down by forward and reverse rotation around the axis. Also, on the side of the other guide column 27a, there are marks shown in FIGS. 1 and 6.
As shown in FIG. 2, a scale 29 extending in the vertical direction is provided, and a pointer 32 pointing to a display scale 31 is attached to a support base 30 that supports the drilling machine 4. The pointer 31 is designed to point to the zero mm scale (display scale 31a shown in FIG. 6) when the center of the bit 3 is aligned with the lower end of the cylindrical block 7 as shown by the two-dot chain line in FIG. There is. The amount of vertical movement of this drilling machine 4, ie, the amount of vertical movement of the bit 3, is set to a desired value by instructions from the pointer 32. Further, the bit 3 is mounted on a cylindrical block 7 that is placed and fixed upright on the rotary support 1 by a linear motion device (not shown) installed in the drilling machine 4, as shown by the arrow in FIG. By moving forward and backward while rotating about a horizontal axis, holes 6 for outflow pipes and inflow pipes can be drilled in the cylindrical block 7. The bit 3 shown in FIG. 2 shows a state where it is in contact with the outer peripheral part 9 of the cylindrical block 7,
Further, the bit 3 indicated by a dashed line in FIG. 3 shows the state after drilling.
【0015】以上のような構成を有する回転装置2及び
削孔機4を用いて、例えば躯体ブロックを構成する筒状
ブロック7に、図7〜9に示すごとく流出管用の孔6a
及び流入管用の孔6b、6cを削孔する方法を次に説明
する。Using the rotating device 2 and the hole drilling machine 4 having the above-described configuration, holes 6a for outflow pipes are formed in, for example, the cylindrical block 7 constituting the frame block, as shown in FIGS. 7 to 9.
Next, a method of drilling the holes 6b and 6c for the inflow pipes will be explained.
【0016】まず図2〜3、図8に示すごとく、筒状ブ
ロック7を、その平坦面10の下端中央部位(基準部2
5)を円板体13の刻み線24と合致させ(この合致に
より基準部25は基準部23に自ずから合致する)かつ
予め位置設定された4個の係合突片17、17、17、
17が筒状ブロック7の円形を呈する内周部11と当接
するように円板体13上に載置する。この状態で、筒状
ブロック7は、各係合突片17による位置規制によって
水平面内における横移動が阻止されるとともに筒状ブロ
ック7の自重によって軸線回りの回転も阻止され、これ
によって筒状ブロック7は回転支持体1上に直立に載置
、固定された状態となる。First, as shown in FIGS. 2 to 3 and FIG.
5) to match the notched line 24 of the disc body 13 (by this matching, the reference portion 25 automatically matches the reference portion 23), and the four engaging protrusions 17, 17, 17, whose positions are set in advance.
17 is placed on the disc body 13 so as to be in contact with the circular inner peripheral part 11 of the cylindrical block 7. In this state, the cylindrical block 7 is prevented from moving laterally in the horizontal plane by position regulation by each engaging protrusion 17, and rotation around the axis is also prevented by the weight of the cylindrical block 7, whereby the cylindrical block 7 is placed upright on the rotating support 1 and is in a fixed state.
【0017】次に、削孔指示書の指示に従い回転支持体
1を設定角度分回転させて角度決めを行うとともに、最
下端に位置するビット3を設定量分上方に動かして削孔
高さの位置決めを行う。Next, according to the instructions in the drilling instructions, the rotary support 1 is rotated by a set angle to determine the angle, and the bit 3 located at the lowest end is moved upward by a set amount to adjust the drilling height. Perform positioning.
【0018】今図8〜9に示すごとく、筒状ブロック7
のステップ取付部分33に対向する平坦面10の下端中
央部位(基準部25)を基準として時計回りにθ1=9
0度の位置で管底からの高さH1=220mmの位置を
中心として流出管用の孔6aを削孔し、かつ時計回りに
θ2=180度の位置で管底からの高さH2=300m
mの位置を中心として第1の流入管用の孔6bを削孔し
、さらに時計回りにθ3=270度の位置で管底からの
高さH3=460mmの位置を中心として第2の流入管
用の孔6cを削孔する場合を例示すれば、次のようであ
る。なお、流出管用の孔6a及び第1の流入管用の孔6
bの内径は共に200mmであり、第2の流入管用の孔
6cの内径は400mmである。As shown in FIGS. 8 and 9, the cylindrical block 7
Clockwise θ1=9 with the lower end center portion (reference portion 25) of the flat surface 10 facing the step attachment portion 33 as a reference.
Drill a hole 6a for the outflow pipe centering on the position of 0 degrees, height H1 = 220 mm from the tube bottom, and clockwise at the position θ2 = 180 degrees, height H2 = 300 m from the tube bottom.
A hole 6b for the first inflow pipe is drilled centering on the position m, and a hole 6b for the second inflow pipe is further drilled clockwise at a position θ3 = 270 degrees and a height H3 = 460 mm from the bottom of the pipe. An example of the case where the hole 6c is drilled is as follows. Note that the hole 6a for the outflow pipe and the hole 6 for the first inflow pipe
The inner diameters of the holes 6c for the second inflow pipe are both 200 mm and 400 mm.
【0019】流出管用の孔6aを削孔するには、先ず、
指針26が角度表示目盛の零度を指示した状態において
ストッパを作用させて回転支持体1を固定する(図2参
照)。次に、指針32の目盛指示によって、最下端位置
にあるビット3の中心が220mmの高さに位置するよ
うに削孔機4を上方に移動させ、削孔機4をその位置で
固定し、これによって、ビット3の中心を、形成すべき
流出管用の孔の中心に合致させる。然る後、ビット3を
回転させつつ前進させて、直径200mmの流出管用の
孔6aを削孔する(図3、図7参照)。又第1の流入管
用の孔6bを削孔するには、筒状ブロック7を90度反
時計回りに回転させてその状態で回転支持体1を固定し
、然る後、ビット3の中心が管底から300mmの位置
に存するように削孔機4をさらに上昇させ、この状態で
削孔機を固定し、前記と同様にしてビット3で流入管用
の孔6bを削孔する(図7参照)。又第2の流入管用の
孔6cを削孔するに際しては、ビットを大径のものに取
替えて、筒状ブロック7を更に90度反時計回りに回転
させてその状態で回転支持体1を固定し、然る後、ビッ
ト3の中心が管底から460mmの位置に存するように
削孔機4をさらに上昇させ、この状態で削孔機4を固定
して後、前記と同様にしてビット3で直径400mmの
第2の流入管用の孔6cを削孔する。なお図7は、削孔
された底板34が取付けられてなる削孔後の躯体ブロッ
クを示す。To drill the hole 6a for the outflow pipe, first,
With the pointer 26 indicating zero degrees on the angle display scale, the stopper is activated to fix the rotary support 1 (see FIG. 2). Next, according to the scale instructions of the pointer 32, the hole drill 4 is moved upward so that the center of the bit 3 at the lowest position is located at a height of 220 mm, and the hole drill 4 is fixed at that position. This aligns the center of the bit 3 with the center of the hole for the outflow tube to be formed. Thereafter, the bit 3 is rotated and moved forward to drill a hole 6a for an outflow pipe having a diameter of 200 mm (see FIGS. 3 and 7). To drill the hole 6b for the first inflow pipe, rotate the cylindrical block 7 90 degrees counterclockwise and fix the rotary support 1 in this state, and then make sure that the center of the bit 3 is Further raise the hole drill 4 so that it is at a position 300 mm from the bottom of the pipe, fix the hole drill in this state, and drill the hole 6b for the inflow pipe with the bit 3 in the same manner as above (see Fig. 7). ). When drilling the hole 6c for the second inflow pipe, replace the bit with a larger diameter bit, rotate the cylindrical block 7 further 90 degrees counterclockwise, and fix the rotating support 1 in this state. After that, the drill bit 4 is further raised so that the center of the bit 3 is located 460 mm from the bottom of the tube, and after fixing the drill bit 4 in this state, the bit 3 is removed in the same manner as above. A hole 6c for the second inflow pipe having a diameter of 400 mm is drilled. Note that FIG. 7 shows the frame block after the holes have been drilled to which the bottom plate 34 with the holes drilled is attached.
【0020】図10は、平坦面10を有さない円筒状を
なす筒状ブロック7を、そのステップ取付部分33の外
周部下端の基準部25を円板体13の刻み線24と合致
させ(この合致により基準部25は基準部23に自ずか
ら合致する)、例えば前記と同様予め位置設定された4
個の係合突片17,17,17,17が該筒状ブロック
7の円形を呈する内周部11と当接するように円板体1
3上に直立に載置し固定状態とした場合を示す。そして
前記と同様、該回転板13を削孔指示書の指示に従い軸
線回りに設定角度分回転させ、又ビット3を上下方向に
設定量分動かし、これによってビット3の中心を、形成
すべき孔の中心に合致させ、然る後ビット3を回転させ
つつそれを前進させて、流出管用や流入管用の孔6を削
孔する。FIG. 10 shows a cylindrical block 7 having a cylindrical shape without a flat surface 10, with the reference portion 25 at the lower end of the outer periphery of the step attachment portion 33 aligned with the score line 24 of the disc body 13 ( Due to this matching, the reference part 25 automatically matches the reference part 23), for example, the position of the reference part 25 is set in advance as described above.
The disc body 1 is arranged such that the engaging protrusions 17, 17, 17, 17 are in contact with the circular inner circumference 11 of the cylindrical block 7.
3 and placed in a fixed state. Then, in the same manner as above, the rotary plate 13 is rotated by a set angle around the axis according to the instructions in the drilling instructions, and the bit 3 is moved up and down by a set amount, thereby aligning the center of the bit 3 with the hole to be formed. Then, by rotating the bit 3 and moving it forward, holes 6 for the outflow pipe and the inflow pipe are drilled.
【0021】[0021]
【発明の効果】本発明は以上のような構成を有するため
、以下のごとき優れた効果を奏する。■ 本発明に係
る削孔方法は、垂直な軸線回りに回転しうる回転支持体
を具えた回転装置と、上下動可能なコンクリート削孔用
のビットを先端に具えた削孔機とを用いて削孔するもの
であり、筒状ブロックを、その外周部下端の基準部を回
転支持体の基準部に合致させて回転支持体上に直立に載
置し固定状態として後、回転支持体を削孔指示書の指示
に従って設定角度分回転させ、又ビットを削孔指示書の
指示に従って設定量分上下方向に動かし、これによって
削孔すべき孔の中心を決定して後、ビットにより削孔す
るものである。このように本発明によるときには、回転
支持体の回転操作と削孔機の上下動操作のみによって、
削孔すべき孔の中心位置を簡単に決めることができる。[Effects of the Invention] Since the present invention has the above-described configuration, it achieves the following excellent effects. ■ The drilling method according to the present invention uses a rotating device equipped with a rotating support that can rotate around a vertical axis, and a drilling machine equipped with a concrete drilling bit that can move up and down. The cylindrical block is placed upright on the rotating support with the reference part at the lower end of its outer periphery aligned with the reference part of the rotating support and fixed, and then the rotating support is drilled. Rotate the bit by the set angle according to the instructions in the drilling instructions, and move the bit up and down by the set amount according to the instructions in the drilling instructions, thereby determining the center of the hole to be drilled, and then drill the hole with the bit. It is something. In this way, according to the present invention, only by rotating the rotary support and vertically moving the drilling machine,
The center position of the hole to be drilled can be easily determined.
【0022】従来においては、前記したように、落差(
流出管の管底高と流入管の管底高の差を示す落差)と角
度(流出管を基点として流入管の取付位置を角度で表し
た流入管の流出管に対する角度)との罫書き線を施して
削孔すべき孔の中心を決定することが必須であったため
、その罫書き作業に多くの手間と時間を要して作業に面
倒さが伴う問題があった他、削孔作業能率が悪い問題が
あった。Conventionally, as mentioned above, the head (
A scribed line between the height difference between the bottom height of the outflow pipe and the bottom height of the inflow pipe) and the angle (the angle of the inflow pipe with respect to the outflow pipe, which represents the installation position of the inflow pipe as an angle with the outflow pipe as the reference point) Since it was necessary to determine the center of the hole to be drilled by applying marks, there were problems in that it took a lot of time and effort to scribe, which made the work troublesome, and the efficiency of the drilling work was reduced. There was a bad problem.
【0023】しかるに本発明によるときは、このような
手間と時間を要する罫書き作業を一切不要として機械的
に削孔作業を進めることができるため、削孔作業の格段
の省力化、能率化を達成できる。又手作業による罫書き
を要しないため、作業にミスが生じる恐れもない。However, according to the present invention, the drilling work can be carried out mechanically without the need for such labor-intensive and time-consuming scribing work, resulting in significant labor savings and efficiency in the drilling work. It can be achieved. Furthermore, since manual marking is not required, there is no risk of mistakes occurring in the work.
【0024】■ 特に筒状ブロックを円筒状に形成し
、その外周部下端の基準部を、筒状ブロックのステップ
取付け部分の外周部下端とする場合には、該ステップ取
付け部分は角度設定の基準として一見して明瞭な部分で
あるため、回転支持体を設定角度分回転させたとき、そ
の回転の方向や回転角度が正確なものであるか否かの確
認作業を一目瞭然に行うことができ、削孔の正確さを期
しうる。。又筒状ブロックを円筒状に形成し、そのステ
ップ取付部分との対向外周部を、その下端から上端に亘
る連続した平坦面とし、該平坦面の下端中央部位を基準
部とするときには、該基準部は一層明瞭なものとなる。[0024] In particular, when the cylindrical block is formed into a cylindrical shape and the reference portion at the lower end of its outer periphery is the lower end of the outer periphery of the step attachment portion of the cylindrical block, the step attachment portion is the reference portion for angle setting. This is a clearly visible part at a glance, so when the rotating support is rotated by a set angle, it is possible to check at a glance whether the direction of rotation and angle of rotation are accurate. Accuracy of drilling can be ensured. . In addition, when the cylindrical block is formed into a cylindrical shape, and the outer circumferential portion facing the step mounting portion is a continuous flat surface extending from the lower end to the upper end, and the central portion of the lower end of the flat surface is used as the reference portion, the reference portion is The parts become clearer.
【0025】■ 又筒状ブロックを円筒状に形成し、
その外周部下端の基準部を回転支持体の基準部に合致さ
せ、かつ回転支持体の上面に同心円上に間隔をおいて突
設されてなる係合突片の3個以上のものを筒状ブロック
の円形を呈する内周部と係合させるときには、回転支持
体上への筒状ブロックの位置決め、固定の容易化が図ら
れて好ましい。■ Also, the cylindrical block is formed into a cylindrical shape,
The reference part at the lower end of the outer periphery is aligned with the reference part of the rotary support, and three or more engaging protrusions protruding from the upper surface of the rotary support at intervals on a concentric circle are arranged in a cylindrical shape. When engaging with the circular inner circumferential portion of the block, it is preferable because positioning and fixing of the cylindrical block on the rotary support can be facilitated.
【図1】本発明の削孔方法を実施するための装置の一例
を示す斜視図である。FIG. 1 is a perspective view showing an example of an apparatus for implementing the hole drilling method of the present invention.
【図2】平坦面を有する筒状ブロックを回転支持体上に
直立に載置し固定した状態を、ビットの位置関係ととも
に示す斜視図である。FIG. 2 is a perspective view showing a state in which a cylindrical block having a flat surface is placed upright on a rotating support and fixed, together with the positional relationship of bits.
【図3】本発明の削孔方法を説明する説明図である。FIG. 3 is an explanatory diagram illustrating the hole drilling method of the present invention.
【図4】係合突片を示す斜視図である。FIG. 4 is a perspective view showing an engaging protrusion.
【図5】円板体としての回転支持体を示す斜視図である
。FIG. 5 is a perspective view showing a rotary support body as a disc body.
【図6】目盛尺を示す斜視図である。FIG. 6 is a perspective view showing a scale.
【図7】削孔された躯体ブロックを示す斜視図である。FIG. 7 is a perspective view showing a frame block with holes drilled therein.
【図8】削孔部位を角度表示する表示図である。FIG. 8 is a diagram showing the angle of the drilling site.
【図9】削孔部位を高さ表示する表示図である。FIG. 9 is a diagram showing the height of a drilling site.
【図10】平坦面を有さない真円の筒状ブロックを回転
支持体上に直立に載置し固定した状態を、ビットの位置
関係とともに示す斜視図である。FIG. 10 is a perspective view showing a state in which a perfectly circular cylindrical block having no flat surface is placed upright on a rotating support and fixed, together with the positional relationship of bits.
1 回転支持体 2 回転装置 3 ビット 4 削孔機 6 流出管用や流入管用の孔 7 筒状ブロック 10 平坦面 11 筒状ブロックの内周部 17 係合突片 23 回転支持体の基準部 25 筒状ブロックの基準部 1 Rotating support body 2 Rotating device 3 bits 4. Hole drilling machine 6 Holes for outflow pipe and inflow pipe 7 Cylindrical block 10 Flat surface 11 Inner periphery of cylindrical block 17 Engagement protrusion 23 Reference part of rotating support body 25 Reference part of cylindrical block
Claims (4)
体1を具えた回転装置2と、上下動可能なコンクリート
削孔用のビット3を先端に具えた削孔機4とを用いて、
流出管用や流入管用の孔6をマンホール構成用の筒状ブ
ロック7の所要部位に削孔する方法であって、筒状ブロ
ック7を、その外周部下端の基準部25を回転支持体1
の基準部23に合致させて該回転支持体1上に直立に載
置し固定状態として後、該回転支持体1を、削孔部位を
指示する削孔指示書の指示に従い軸線回りに設定角度分
回転させ、又ビット3を、削孔指示書の指示に従い上下
方向に設定量分動かし、これによってビット3の中心を
、形成すべき孔の中心に合致させ、然る後ビット3を回
転させつつ該ビット3を前進させて削孔することを特徴
とする、マンホール構成用の筒状ブロックに削孔する方
法。Claim 1: Using a rotating device 2 equipped with a rotary support 1 that can rotate around a vertical axis, and a drilling machine 4 equipped with a concrete drilling bit 3 that can move up and down, at its tip,
This is a method of drilling holes 6 for outflow pipes and inflow pipes in required parts of a cylindrical block 7 for constructing a manhole.
After placing the rotary support 1 upright on the rotary support 1 and fixing it in a fixed state, the rotary support 1 is rotated at a set angle around the axis in accordance with the instructions in the drilling instructions that specify the drilling location. Also, move the bit 3 vertically by a set amount according to the instructions in the drilling instructions, so that the center of the bit 3 matches the center of the hole to be formed, and then rotate the bit 3. A method for drilling a hole in a cylindrical block for constructing a manhole, characterized in that the bit 3 is moved forward while drilling.
体1を具えた回転装置2と、上下動可能なコンクリート
削孔用のビット3を先端に具えた削孔機4とを用いて、
流出管用や流入管用の孔6をマンホール構成用の円筒状
をなす筒状ブロック7の所要部位に削孔する方法であっ
て、筒状ブロック7を、そのステップ取付け部分33の
外周部下端の基準部25を回転支持体1の基準部23に
合致させて該回転支持体1上に直立に載置し固定状態と
して後、該回転支持体1を、削孔部位を指示する削孔指
示書の指示に従い軸線回りに設定角度分回転させ、又ビ
ット3を、削孔指示書の指示に従い上下方向に設定量分
動かし、これによってビット3の中心を、形成すべき孔
の中心に合致させ、然る後ビット3を回転させつつ該ビ
ット3を前進させて削孔することを特徴とする、マンホ
ール構成用の筒状ブロックに削孔する方法。2. Using a rotating device 2 equipped with a rotating support 1 that can rotate about a vertical axis, and a drilling machine 4 equipped with a concrete drilling bit 3 that can move up and down, at the tip,
This is a method of drilling holes 6 for outflow pipes and inflow pipes in required parts of a cylindrical block 7 for constructing a manhole. After aligning the part 25 with the reference part 23 of the rotary support 1 and placing it upright on the rotary support 1 to set it in a fixed state, the rotary support 1 is attached to the drilling instruction sheet that specifies the drilling part. Rotate the bit 3 by the set angle around the axis according to the instructions, and move the bit 3 up and down by the set amount according to the instructions in the drilling instructions, thereby aligning the center of the bit 3 with the center of the hole to be formed, and then A method for drilling a hole in a cylindrical block for constructing a manhole, the method comprising: drilling a hole by moving the bit 3 forward while rotating the bit 3 after drilling.
プ取付部分33と対向する外周部は、下端から上端に亘
る連続した平坦面10とされており、該平坦面10の下
端中央部位が基準部25とされている請求項2記載のマ
ンホール構成用の筒状ブロックに削孔する方法。3. The outer peripheral portion of the cylindrical block 7 facing the step attachment portion 33 is a continuous flat surface 10 extending from the lower end to the upper end, and the center portion of the lower end of the flat surface 10 is a reference point. 3. A method for drilling holes in a cylindrical block for constructing a manhole according to claim 2.
外周部下端の基準部25を回転支持体1の基準部23に
合致させ、かつ回転支持体1の上面に同心円上に間隔を
おいて突設されてなる係合突片17の3個以上のものを
該筒状ブロック7の円形を呈する内周部11と係合させ
て、回転支持体1上に直立に載置し固定状態とする請求
項1又は2記載のマンホール構成用の筒状ブロックに削
孔する方法。4. A tubular block 7 having a cylindrical shape has a reference portion 25 at the lower end of its outer periphery aligned with a reference portion 23 of the rotation support 1, and is spaced concentrically on the upper surface of the rotation support 1. Three or more of the engaging protrusions 17 protruding from the cylindrical block 7 are engaged with the circular inner peripheral part 11 of the cylindrical block 7, and placed upright on the rotary support 1 in a fixed state. A method for drilling holes in a cylindrical block for constructing a manhole according to claim 1 or 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3080786A JP2965735B2 (en) | 1991-03-18 | 1991-03-18 | Drilling equipment for drilling cylindrical blocks for manhole construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3080786A JP2965735B2 (en) | 1991-03-18 | 1991-03-18 | Drilling equipment for drilling cylindrical blocks for manhole construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04289331A true JPH04289331A (en) | 1992-10-14 |
| JP2965735B2 JP2965735B2 (en) | 1999-10-18 |
Family
ID=13728133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3080786A Expired - Fee Related JP2965735B2 (en) | 1991-03-18 | 1991-03-18 | Drilling equipment for drilling cylindrical blocks for manhole construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2965735B2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0740024A1 (en) * | 1995-04-27 | 1996-10-30 | SOCIETE INDUSTRIELLE DE MATERIAUX en abrégé S.I.M.A.T. | Method for manufacturing a manhole |
| ITUA20163363A1 (en) * | 2016-04-22 | 2017-10-22 | Adriatica Srl | Stationary mechanical angular core drilling machine |
| CN113276288A (en) * | 2019-04-01 | 2021-08-20 | 中建七局第二建筑有限公司 | Precast concrete well section of thick bamboo trompil device |
| CN115890348A (en) * | 2022-12-01 | 2023-04-04 | 江苏双正机械有限公司 | A kind of drilling machine for bearing cage processing with measuring structure |
| EP4283058A1 (en) * | 2022-05-25 | 2023-11-29 | Funke Kunststoffe GmbH | Gully with positioning aid |
-
1991
- 1991-03-18 JP JP3080786A patent/JP2965735B2/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0740024A1 (en) * | 1995-04-27 | 1996-10-30 | SOCIETE INDUSTRIELLE DE MATERIAUX en abrégé S.I.M.A.T. | Method for manufacturing a manhole |
| FR2733526A1 (en) * | 1995-04-27 | 1996-10-31 | Simat Fr | PROCESS FOR PRODUCING A CUNETTE |
| ITUA20163363A1 (en) * | 2016-04-22 | 2017-10-22 | Adriatica Srl | Stationary mechanical angular core drilling machine |
| WO2017183051A1 (en) * | 2016-04-22 | 2017-10-26 | Adriatica Srl | Drilling machine |
| CN113276288A (en) * | 2019-04-01 | 2021-08-20 | 中建七局第二建筑有限公司 | Precast concrete well section of thick bamboo trompil device |
| CN113276288B (en) * | 2019-04-01 | 2024-03-15 | 中建七局第二建筑有限公司 | A kind of prefabricated concrete wellbore opening device |
| EP4283058A1 (en) * | 2022-05-25 | 2023-11-29 | Funke Kunststoffe GmbH | Gully with positioning aid |
| CN115890348A (en) * | 2022-12-01 | 2023-04-04 | 江苏双正机械有限公司 | A kind of drilling machine for bearing cage processing with measuring structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2965735B2 (en) | 1999-10-18 |
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