JPH0468117B2 - - Google Patents

Info

Publication number
JPH0468117B2
JPH0468117B2 JP10859686A JP10859686A JPH0468117B2 JP H0468117 B2 JPH0468117 B2 JP H0468117B2 JP 10859686 A JP10859686 A JP 10859686A JP 10859686 A JP10859686 A JP 10859686A JP H0468117 B2 JPH0468117 B2 JP H0468117B2
Authority
JP
Japan
Prior art keywords
corner
cutting
ultra
high pressure
pressure water
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
Application number
JP10859686A
Other languages
Japanese (ja)
Other versions
JPS62264899A (en
Inventor
Toshe Konno
Hiroshi Sato
Tatsumi Fujisaki
Hiroaki Sugyama
Masatsune Ogawa
Hiroshi Ooya
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP10859686A priority Critical patent/JPS62264899A/en
Publication of JPS62264899A publication Critical patent/JPS62264899A/en
Publication of JPH0468117B2 publication Critical patent/JPH0468117B2/ja
Granted legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)
  • Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は、超高圧水または研磨材を含む超高圧
水を噴射してコンクリート構造物や鋼材等の被加
工物を切断する加工方法に関し、詳細には段差を
有する被加工物の隅部を切断加工するウオーター
ジエツト切断工法に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a processing method for cutting workpieces such as concrete structures and steel materials by spraying ultra-high pressure water or ultra-high pressure water containing an abrasive. Specifically, the present invention relates to a waterjet cutting method for cutting a corner of a workpiece having a step.

<従来の技術> ウオタージエツトの破壊エネルギーを利用した
加工技術は各種の切断加工に採用されているが、
切断加工を行う場合には切断を終えたウオーター
ジエツトの飛散防止と防音を図りながら回収する
ことを目的とした受樋を被加工物の背面側に配置
する必要がある。
<Conventional technology> Machining technology that utilizes water jet's destructive energy has been adopted for various cutting processes.
When performing cutting, it is necessary to place a receiving gutter on the back side of the workpiece in order to collect the cut water jet while preventing it from scattering and soundproofing it.

現存する受樋は、第4図に示すように断面がハ
ツト状の箱体Aからなり、内部に複数の鉄板B等
を収容する構造である。
As shown in FIG. 4, the existing receiving gutter consists of a box A with a hat-shaped cross section, and has a structure in which a plurality of iron plates B, etc. are accommodated.

この受樋Aを切断予定線に沿つてボルト等で被
加工物に取り付けて切断加工が行われている。
Cutting is performed by attaching this receiving gutter A to a workpiece along a planned cutting line with bolts or the like.

<本発明が解決しようとする問題点> 前記した従来のウオータージエツトによる切断
技術には次のような問題点が存在する。
<Problems to be Solved by the Present Invention> The following problems exist in the conventional waterjet cutting technique described above.

すなわちビル等の壁Cと梁Dによつて形成され
る隅部を切断したい場合には、受樋Aの取り付け
面が同一平面上に形成されており、しかもフラン
ジEが外部に突出している関係から、受樋Aを切
断予定の隅部を閉塞する状態で配置することが非
常に困難である。
In other words, if you want to cut a corner formed by wall C and beam D of a building, etc., the mounting surface of gutter A should be formed on the same plane, and the flange E should protrude to the outside. Therefore, it is very difficult to arrange the receiving gutter A in a state where it closes the corner where the cutting is scheduled.

そのため、切断位置を隅部から離して切断加工
が行われている。
Therefore, cutting is performed with the cutting position away from the corner.

その結果、切断を終えた梁Dの底面には壁Cの
一部が残存するため、多大の労力を費やしてハツ
リ作業を施さなければなない。
As a result, a portion of the wall C remains on the bottom surface of the beam D that has been cut, so a great deal of effort is required to perform chiseling work.

<本発明の目的> 本発明は以上のような問題点を解決するために
なされたもので、被加工物の隅部を切断加工する
に際し、受樋の設置が容易であり、しかも隅部を
確実に閉塞でき、さらに隅部の境界線に沿つて正
確に切断できる、ウオータージエツト切断工法を
提供することを目的とする。
<Objective of the present invention> The present invention has been made to solve the above-mentioned problems, and it is possible to easily install a catch gutter when cutting the corner of a workpiece, and to cut the corner. To provide a waterjet cutting method that can reliably close and further accurately cut along the boundary line of a corner.

<本発明の構成> 以下、図面を参照本発明の一実施例について説
明する。
<Configuration of the Present Invention> An embodiment of the present invention will be described below with reference to the drawings.

先ず本発明に使用する受樋について説明する。 First, the gutter used in the present invention will be explained.

<イ> 受樋の構造 受樋1は第1,2図に示すように、底板11
と2枚の側板12および減衰材2からなる。
<A> Structure of the receiving gutter As shown in Figures 1 and 2, the receiving gutter 1 has a bottom plate 11.
It consists of two side plates 12 and a damping material 2.

<ロ> 底板 底板11は切断予定の被加工物の隅部を形成
する2面間を横断して配置する板体であつて、
例えば帯状の鋼板の両側部をハの字状に曲折し
て形成する。
<B> Bottom plate The bottom plate 11 is a plate body disposed across two surfaces forming the corner of the workpiece to be cut,
For example, it is formed by bending both sides of a belt-shaped steel plate into a V-shape.

そして、ハの字状に曲折した部分をフランジ
14とする。
The bent portion in a V-shape is defined as a flange 14.

両フランジ14の曲折角度は、両フランジ1
4の外面を延長してできる交差面の内角が切断
予定の被加工物の隅部の角度と等しくなるよう
形成することを原則とする。
The bending angle of both flanges 14 is
In principle, the inner angle of the intersecting plane formed by extending the outer surface of No. 4 is formed to be equal to the angle of the corner of the workpiece to be cut.

本実施例ではこの角度を直角に形成した場合
について説明する。
In this embodiment, a case where this angle is formed at a right angle will be explained.

また、被加工物と接触予定のフランジ14の
外面には、ゴム板等のシール材3を取り付け
る。
Furthermore, a sealing material 3 such as a rubber plate is attached to the outer surface of the flange 14 that is scheduled to come into contact with the workpiece.

<ハ> 側板 底板11の長手方向の両端部には鋼板を三角
形に切断して形成した側板12を設ける。
<C> Side Plate At both ends of the bottom plate 11 in the longitudinal direction, side plates 12 formed by cutting a steel plate into triangles are provided.

この側板12は、後述するように受樋1を被
加工物の隅部に取り付けたときに形成される閉
塞空間の両端を閉塞することを目的とした閉塞
板である。
This side plate 12 is a closing plate whose purpose is to close both ends of a closed space formed when the receiving gutter 1 is attached to a corner of a workpiece, as will be described later.

さらに、底板11または側板12には、図示
しないバキユームポンプからのびるホースを貫
通して案内し、受樋1内に放出される研磨材を
含んだ超高圧水や切削屑等を回収できるよう構
成する。
Further, the bottom plate 11 or the side plate 12 is configured to pass through and guide a hose extending from a vacuum pump (not shown) to collect ultra-high pressure water containing abrasives, cutting waste, etc. discharged into the receiving gutter 1. do.

<ニ> 減衰材 対向する両側板12の間にはL型鋼等の減衰
材2を固定する。
<D> Damping material A damping material 2 such as L-shaped steel is fixed between the opposing side plates 12.

減衰材2は両側板12からはみ出ない寸法と
し、谷部21を底板11に接近する方向に配置
して取り付ける。
The damping material 2 is dimensioned so that it does not protrude from the side plates 12, and is attached with the troughs 21 arranged in a direction approaching the bottom plate 11.

この減衰材2は、被加工物の切断を終えたウ
オータージエツトの破壊エネルギーを減衰する
ことを目的とした部材である。
This damping material 2 is a member whose purpose is to dampen the destructive energy of the water jet after cutting the workpiece.

次に壁Cと梁Dとの段差を有する境界線に沿つ
て切断する場合を一例にして、ウオータージエツ
トによる切断方法について説明する。(第1,3
図) (1) 受樋の設置 第3図に切断予定の住宅の縦断面図を示す。
Next, a cutting method using a water jet will be described, taking as an example the case of cutting along a boundary line having a step between a wall C and a beam D. (1st, 3rd
Figure) (1) Installation of gutter Figure 3 shows a vertical cross-sectional view of the house to be cut.

Cは2つの部屋4,5を仕切る壁であり、D
は壁Cより幅広の梁である。
C is a wall that separates two rooms 4 and 5, and D
is a beam wider than wall C.

また、部屋4側の壁Cの表面と梁Dの表面は
平坦な同一平面として形成され、一方反対の部
屋5側では壁Cの頂部から梁Dの底面が突出し
て形成されている。
Further, the surface of the wall C on the room 4 side and the surface of the beam D are formed as the same flat plane, while the bottom surface of the beam D protrudes from the top of the wall C on the opposite side of the room 5.

そして、梁Dの底面に一致させて壁Cを水平
方向に切断するには、まず部屋5側の壁Cと梁
Dとの境界部である隅部に、前記構造の受樋1
を被せ、壁Cおよび梁Dにそれぞれ接触するフ
ランジ14箇所をアンカーボルト等で固定す
る。
In order to cut the wall C in the horizontal direction to match the bottom surface of the beam D, first cut the receiving gutter 1 of the structure described above at the corner that is the boundary between the wall C on the room 5 side and the beam D.
, and fix the 14 flanges that contact wall C and beam D with anchor bolts or the like.

その結果、壁Cと梁Dによつて形成される隅
部の空間は受樋1によつて密封される。
As a result, the corner space formed by the wall C and the beam D is sealed by the receiving gutter 1.

(2) ノズル装置の配置 他方、部屋4内には梁Dの底面に沿つて水平
移動できるようノズル装置6を配置する。
(2) Arrangement of the nozzle device On the other hand, the nozzle device 6 is arranged in the room 4 so that it can move horizontally along the bottom surface of the beam D.

このノズル装置6は、超高圧水と研磨材を高
速で噴射する公知の切断装置である。
This nozzle device 6 is a known cutting device that sprays ultra-high pressure water and abrasive material at high speed.

なお、このノズル装置6には防音とウオータ
ージエツトの飛散を防止するための、各種防護
策を施しておく。
Note that this nozzle device 6 is provided with various protective measures for soundproofing and preventing water jet from scattering.

(3) 切断開始 ノズル装置6から研磨材を含む超高圧水の噴
射を開始し、同時に水平方向に走行させて梁D
の底面ぎりぎりに沿つた切断を進行させる。
(3) Start of cutting Start jetting ultra-high pressure water containing abrasive from the nozzle device 6, and at the same time run it horizontally to cut the beam D.
Proceed to cut along the very edge of the bottom surface.

壁Cを貫通した研磨材を含む超高圧水は、受
樋1の減衰材2に衝突して減衰され、その後切
断屑と共に外部に排出される。
The ultra-high pressure water containing the abrasive material that has penetrated the wall C collides with the damping material 2 of the receiving gutter 1 and is attenuated, and is then discharged to the outside together with cutting waste.

このように、壁Cと梁Dによつて形成される
隅部に受樋1を配置できるから、梁の底面ぎり
ぎりまで接近して研磨材を含んだ超高圧水を噴
射できる。
In this way, since the receiving gutter 1 can be disposed at the corner formed by the wall C and the beam D, the ultra-high pressure water containing the abrasive can be sprayed very close to the bottom of the beam.

従つて、梁Dの底面に残存する壁Cはハツリ作
業を必要としない程度のごくわずかな量におさえ
ることができる。
Therefore, the wall C remaining on the bottom surface of the beam D can be kept to a very small amount so that chiseling work is not required.

<本発明の効果> 本発明は以上説明したようになるから次のよう
な効果をえるこができる。
<Effects of the Present Invention> Since the present invention is as described above, the following effects can be achieved.

(イ) 段差のある隅部を閉塞できるよう受樋を配置
できるから、隅部の境界線ギリギリまで接近し
て正確に切断できる。
(b) Since the gutter can be placed so as to close the corner with a step, it is possible to get close to the edge of the corner boundary and cut accurately.

従つて、従来のように切り残しはなくなり、
多大の労力を要していたハツリ作業を行う必要
がない。
Therefore, there are no uncut parts like in the past,
There is no need to perform chiseling work that requires a lot of effort.

(ロ) 受樋の裾部は隅部を形成する複数の平面に密
着して閉塞空間を確保できるよう形成してあ
る。
(b) The hem of the gutter is formed so as to be in close contact with the plurality of planes forming the corners to ensure a closed space.

そのため、単に受樋を切断予定の隅部に固定
するだけの操作で済み、取り付けが簡単であ
る。
Therefore, the installation is easy, as all that is required is simply fixing the receiving gutter to the corner where the cut is to be made.

(ハ) 面と面とが付き合わされて形成された各種部
材の隅部の切断に利用できる。
(c) It can be used to cut corners of various members formed by joining surfaces.

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

第1図:本発明の一実施例の説明図、第2図:
受樋の説明図、第3図:受樋とノズル装置の配置
状態の説明図、第4図:従来技術の説明図。
Figure 1: An explanatory diagram of an embodiment of the present invention, Figure 2:
An explanatory diagram of a receiving gutter, FIG. 3: An explanatory diagram of the arrangement state of a receiving gutter and a nozzle device, and FIG. 4: An explanatory diagram of a prior art.

Claims (1)

【特許請求の範囲】 1 被加工物の隅部に超高圧水または研磨材を含
んだ超高圧水を高速で噴射して切断するに際し
て、 隅部を形成する2面間を横断する底板と、 この底板の両端に位置して突設した側板と、 底板の一面に固定した減衰材とよりなる受樋を
使用し、 前記受樋を被加工物の隅部に閉塞空間を形成す
るよう固定し、 受樋を固定した背面側から超高圧水または研磨
材を含んだ超高圧水を高速で噴射して切断するこ
とを特徴とする、 ウオータージエツト切断工法。
[Scope of Claims] 1. When cutting a corner of a workpiece by jetting ultra-high pressure water or ultra-high pressure water containing an abrasive at high speed, a bottom plate that traverses between two surfaces forming the corner; A receiving gutter consisting of side plates protruding from both ends of the bottom plate and a damping material fixed to one side of the bottom plate is used, and the receiving gutter is fixed to the corner of the workpiece to form a closed space. , A water jet cutting method characterized by cutting by spraying ultra-high pressure water or ultra-high pressure water containing an abrasive at high speed from the back side of a fixed receiving gutter.
JP10859686A 1986-05-14 1986-05-14 water jet cutting method Granted JPS62264899A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10859686A JPS62264899A (en) 1986-05-14 1986-05-14 water jet cutting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10859686A JPS62264899A (en) 1986-05-14 1986-05-14 water jet cutting method

Publications (2)

Publication Number Publication Date
JPS62264899A JPS62264899A (en) 1987-11-17
JPH0468117B2 true JPH0468117B2 (en) 1992-10-30

Family

ID=14488812

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10859686A Granted JPS62264899A (en) 1986-05-14 1986-05-14 water jet cutting method

Country Status (1)

Country Link
JP (1) JPS62264899A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101306055B1 (en) * 2013-05-13 2013-09-09 정원용 Reinforcing structure and method of corner of structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7115781B1 (en) * 2021-02-09 2022-08-09 株式会社常盤製作所 Cutting product manufacturing method and water jet processing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101306055B1 (en) * 2013-05-13 2013-09-09 정원용 Reinforcing structure and method of corner of structure

Also Published As

Publication number Publication date
JPS62264899A (en) 1987-11-17

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