JPH0619626Y2 - Air plasma cutting equipment for steel pipe foundation piles for construction - Google Patents

Air plasma cutting equipment for steel pipe foundation piles for construction

Info

Publication number
JPH0619626Y2
JPH0619626Y2 JP1989073656U JP7365689U JPH0619626Y2 JP H0619626 Y2 JPH0619626 Y2 JP H0619626Y2 JP 1989073656 U JP1989073656 U JP 1989073656U JP 7365689 U JP7365689 U JP 7365689U JP H0619626 Y2 JPH0619626 Y2 JP H0619626Y2
Authority
JP
Japan
Prior art keywords
steel pipe
foundation pile
pipe foundation
building
cutting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1989073656U
Other languages
Japanese (ja)
Other versions
JPH0313330U (en
Inventor
宏明 今村
Original Assignee
デンヨー株式会社
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 デンヨー株式会社 filed Critical デンヨー株式会社
Priority to JP1989073656U priority Critical patent/JPH0619626Y2/en
Publication of JPH0313330U publication Critical patent/JPH0313330U/ja
Application granted granted Critical
Publication of JPH0619626Y2 publication Critical patent/JPH0619626Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Arc Welding In General (AREA)

Description

【考案の詳細な説明】 「産業上の利用分野」 本考案は中形の住宅,アパート,事務所及び橋梁の基礎
工事に用いる中形建築物用鋼管基礎杭を内面からエアー
プラズマにて切断する建築用鋼管基礎杭のエアープラズ
マ切断装置に関する。
[Detailed description of the device] "Industrial application field" The present invention cuts steel pipe foundation piles for medium-sized buildings used for foundation work of medium-sized houses, apartments, offices and bridges from inside by air plasma The present invention relates to an air plasma cutting device for steel pipe foundation piles for construction.

「従来の技術」 一般に中形建築物の基礎工事において、鋼管基礎杭を地
面又は水中に打設する施工法を実施しているが、この打
設された鋼管基礎杭の高さはまちまちであり、均等にす
る為に鋼管基礎杭を内面又は外面より、ガス溶断若しく
はカッタにて切断している。一方、既存の建物を解体
し、その跡へ新しく建築物を構築する場合、既存の鋼管
基礎杭を取り除かなくてはならないが、土中の全ての基
礎杭を除去する事は大変であり、上記同様地面より一定
の深さの所で鋼管基礎杭を切断する装置が各社より出願
されている。特に三階程度の中形住宅の基礎工事に際
し、第10図に示す如く、鋼管基礎杭1を打設し、次工
程の土の掘削に邪魔にならぬように第10図及び第11
図に示す如く地表から数十cmの高さの位置でガス溶断
し、その後、第12図に示す如く、土を1.5m程度掘り下
げ、更に鋼管基礎杭1を掘削面から所定の高さの位置で
ガス溶断した後、上部の鋼管基礎杭を取り除き、残され
た鋼管基礎杭1の頭部にキャップ2を被着させ、第13
図に示す如く掘削した箇所にコンクリートを打設し、基
礎台3を構築するようガス溶断により鋼管基礎杭の外面
より切断作業を行なっている。
“Prior art” Generally, in the foundation work of medium-sized buildings, the construction method of placing the steel pipe foundation piles on the ground or in the water is implemented, but the height of the placed steel pipe foundation piles varies. For equalization, the steel pipe foundation pile is cut from the inner or outer surface with a gas blower or a cutter. On the other hand, when dismantling an existing building and constructing a new building on the site, it is necessary to remove the existing steel pipe foundation piles, but it is difficult to remove all foundation piles in the soil. Similarly, each company has applied for a device for cutting a steel pipe foundation pile at a certain depth from the ground. In particular, during foundation work for medium-sized houses on the 3rd floor, as shown in Fig. 10, steel pipe foundation piles 1 are placed to avoid disturbing the excavation of soil in the next step.
As shown in the figure, gas blowout is performed at a height of several tens of centimeters from the surface of the earth, then, as shown in Fig. 12, the soil is dug about 1.5 m, and the steel pipe foundation pile 1 is placed at a predetermined height from the excavated surface. After the gas is blown off with, the upper steel pipe foundation pile is removed, the cap 2 is attached to the head of the remaining steel pipe foundation pile 1, and the thirteenth
As shown in the figure, concrete is placed in the excavated place, and cutting work is performed from the outer surface of the steel pipe foundation pile by gas fusing so as to construct the foundation stand 3.

「考案が解決しようとする課題」 しかしながら、上記従来の中形建築物の鋼管基礎杭の切
断作業を管内面よりガス溶断作業を行う場合(特開昭5
4−119361号公報参照)、管内は高温度となり、
切断装置も熱せられ、ガス溶断ホース及び回転機構のモ
ータケーブル等耐熱処理せねばならず、また、他の方法
の切断装置としては、グラインダ等の機械カッタがほと
んどであり、切断速度は非常に遅く、非能率的であっ
た。又、鋼管基礎杭は真円ではなく楕円形のものもあ
り、切断トーチの先端と管内面との距離をたえず一定に
制御するのは難しく、グラインダカッタ切断においては
制御機構が複雑となっている。鋼管基礎杭は建築物の条
件により、管径は選別され同一径の鋼管基礎杭は使用さ
れず各管径ごとに数種類の切断装置により使い分けてい
る為、不経済であった。一方鋼管基礎杭1を外面よりガ
ス溶断する場合は、地表から突出した部分でないと鋼管
基礎杭1の切断作業を行なえず、このため2度の切断作
業を必要として工数の煩瑣化を招いている。しかも1.5m
程の土掘り作業においても、数十cm程地表に突出してい
る鋼管杭が邪魔になって掘削作業の能率が悪いといった
問題もある。
[Problems to be solved by the invention] However, in the case of performing the gas fusing work from the inner surface of the pipe, the cutting work of the steel pipe foundation pile of the above-mentioned conventional medium-sized building is carried out (Japanese Patent Laid-Open No. 5-58200).
No. 4-119361), the temperature inside the pipe becomes high,
The cutting device is also heated and must be heat-resistant, such as the gas fusing hose and the motor cable of the rotation mechanism.Most other cutting devices are mechanical cutters such as grinders, and the cutting speed is very slow. , Was inefficient. Also, some steel pipe foundation piles have an oval shape instead of a perfect circle, so it is difficult to control the distance between the tip of the cutting torch and the pipe inner surface constantly, and the control mechanism is complicated in the grinder cutter cutting. . Steel pipe foundation piles were uneconomical because the pipe diameters were selected according to the building conditions, steel pipe foundation piles of the same diameter were not used, and several cutting devices were used for each pipe diameter. On the other hand, when the steel pipe foundation pile 1 is gas-fused from the outer surface, the cutting work of the steel pipe foundation pile 1 cannot be performed unless it is a portion protruding from the ground surface, which requires cutting work twice, resulting in complicated man-hours. . Moreover, 1.5m
Even in such earth digging work, there is a problem in that the steel pipe piles that project to the surface of the ground by several tens of centimeters interfere with the efficiency of the excavation work.

そこで、本考案は上記事情に鑑みなされたもので、鋼管
杭の内面側から地中内の所定位置を切断する熱源として
エアープラズマアークを用い低熱源により切断装置の加
温を防ぎ、切断装置を鋼管基礎杭内に設置することに成
功し、さらに簡単なる手段によりエアープラズマトーチ
と管内面側との距離をたえず一定に保持して精密なる切
断作業が行なえ、しかも数種類の鋼管基礎杭が切断出来
るよう共通化を計り、万能形の内面切断装置とし、鋼管
基礎杭の内面側から地中内の所定位置を切断することに
より、一度の切断作業で最終の所定寸法の切断を行ない
得ると共に、鋼管基礎杭に邪魔されることなく土の掘削
にも容易になし得て作業能率の向上を図り得る中形建築
物用鋼管基礎杭の内面からのエアープラズマ切断装置を
提供することを目的とする。
Therefore, the present invention has been made in view of the above circumstances, and uses an air plasma arc as a heat source for cutting a predetermined position in the ground from the inner surface side of a steel pipe pile to prevent heating of the cutting device by a low heat source, Succeeded in installing in the steel pipe foundation pile, the distance between the air plasma torch and the inner surface of the pipe was kept constant by a simpler means for precise cutting work, and moreover, several types of steel pipe foundation piles could be cut. As a universal cutting device, by cutting a predetermined position in the ground from the inner surface side of the steel pipe foundation pile, it is possible to cut a final predetermined size with one cutting operation, It is an object of the present invention to provide an air plasma cutting device from the inner surface of a steel pipe foundation pile for medium-sized buildings, which can easily excavate soil without being disturbed by the foundation pile and can improve work efficiency. To.

「課題を解決する為の手段並びに作用」 本考案は、建築用鋼管基礎杭内において昇降自在で、こ
の建築用鋼管基礎杭内壁面を内側から外側へ押圧する押
圧部材と、この建築用鋼管基礎杭内壁面上を転動しなが
ら案内するガイドローラと、内壁面に沿って回動しなが
ら建築用鋼管基礎杭を切断する切断部材とを有する懸吊
部材を備えた建築用鋼管基礎杭の切断装置において、前
記懸吊部材の上下端部の外側面に張出した二股状の固定
部材を固設し、この固定部材の位置と反対側面に突出
し、内部の駆動源により先端を前記建築用鋼管基礎杭内
壁面に押圧する圧接部材を摺動自在に設け、中央部分に
回転自在に回転部材を遊嵌し、この回転部材を駆動する
ための回転駆動源を備えた前記懸吊部材と、前記回転部
材の先端に弾性部材を介して固着され、前記建築用鋼管
基礎杭の内面に当接して移動するガイドローラを具えた
保持部材と、この保持部材に保持され、前記建築用鋼管
基礎杭の内面に対向するエアープラズマ発生トーチと、
エアープラズマ発生トーチや前記建築用鋼管基礎杭およ
び前記回転駆動源に電気を供給する電源とからなり、前
記懸吊部材の固定部材と圧接部材とで前記建築用鋼管基
礎杭内の所定位置に前記懸吊部材を固定し、前記回転駆
動源の駆動により前記懸吊部材内で前記回転部材を回転
させ、この回転部材の前記弾性部材に連結した前記保持
部材を介して前記建築用鋼管基礎杭内壁面上においてガ
イドローラを転動させながら前記エアープラズマ発生ト
ーチを前記建築用鋼管基礎杭内壁面に対向させ、前記建
築用鋼管基礎杭内壁にエアープラズマを照射しながら周
回せしめ、前記建築用鋼管基礎杭を切断する構成によ
り、弾性部材のフラットバーの撓みにより多種類の鋼管
基礎杭の切断を可能とすると共に弾性部材の働きによ
り、鋼管基礎杭の内面にガイドローラが常に当接し、円
形でなく、楕円形であっても、多少変形した鋼管であっ
ても鋼管基礎杭の内面側とプラズマトーチ先端間の間隔
が常に一定で走行可能とした中形建築物の鋼管基礎杭の
内面からの切断装置を提供するものである。
"Means and Actions for Solving Problems" The present invention relates to a pressing member that can be raised and lowered in a building steel pipe foundation pile and presses the inner wall surface of the building steel pipe foundation pile from inside to outside, and the building steel pipe foundation. Cutting of a steel pipe foundation pile for suspension provided with a suspension member having a guide roller that guides while rolling on the inner wall surface of the pile and a cutting member that cuts the steel pipe foundation pile for rotation while rotating along the inner wall surface In the device, a forked fixing member is fixedly provided on the outer surface of the upper and lower ends of the suspension member, and the fixing member protrudes to a side surface opposite to the position of the fixing member, and the tip is driven by an internal drive source to the building steel pipe foundation. A pressure contact member that presses against the inner wall surface of the pile is slidably provided, a rotating member is rotatably fitted in a central portion, and the suspension member is provided with a rotation drive source for driving the rotating member; Secured to the tip of the member via an elastic member. A holding member having a guide roller that moves in contact with the inner surface of the steel pipe foundation pile for building, and an air plasma generation torch that is held by the holding member and faces the inner surface of the steel pipe foundation pile for building,
It consists of an air plasma generation torch and a power source for supplying electricity to the building steel pipe foundation pile and the rotation driving source, and the fixing member and the pressure contact member of the suspension member at a predetermined position in the building steel pipe foundation pile. Inside the steel pipe foundation pile for construction through fixing the suspension member, rotating the rotary member in the suspension member by driving the rotary drive source, and the holding member connected to the elastic member of the rotary member. The air plasma generating torch is opposed to the inner wall surface of the steel pipe foundation pile for building while rolling the guide roller on the wall surface, and the inner wall of the steel pipe foundation pile for building is circulated while irradiating air plasma, and the steel pipe foundation for building is constructed. Due to the structure of cutting the pile, it is possible to cut various types of steel pipe foundation piles by bending the flat bar of the elastic member, and at the same time, the inner surface of the steel pipe foundation pile is operated by the function of the elastic member. The guide roller is always in contact, and even if it is not circular but elliptical or slightly deformed steel pipe, it is a medium-sized building that can run with a constant distance between the inner surface side of the steel pipe foundation pile and the plasma torch tip. An object of the present invention is to provide a cutting device from the inner surface of a steel pipe foundation pile.

「実施例」 以下に、本考案に係る中形建築物用鋼管基礎杭の内面か
らの切断装置の実施例を図面に基づき説明する。
[Example] Hereinafter, an example of a cutting device from the inner surface of a steel pipe foundation pile for medium-sized buildings according to the present invention will be described with reference to the drawings.

第1図において11は地面に垂直に打設された中形建築
物用鋼管基礎杭(以下単に基礎杭と称する)である。一
方、基礎杭11の近傍の地表にはエアープラズマ切断用
電源装置12を設置しておく。基礎杭11内に懸吊部材
13を手持又はスプリングバランサ等で懸架して挿入す
るようになっている。懸吊部材13は、第1図乃至第5
図に示す如く断面円形のケーシングで、上下両端に支持
足14,15をボルト止めさせてある。支持足14,1
5は、切断すべき基礎杭11の管内径に応じて交換する
もので、平面が二股状の板材で形成する。懸吊部材13
の軸心を中心にして支持足14,15と対向する位置に
は第1図,第2図及び第6図に示す如く、エアーシリン
ダ16を取付ける。エアーシリンダ16のピストンロッ
ドには圧接部材17を有して、懸吊部材13の窓孔18
から突出して基礎杭11の内面に圧接するようになって
いる。圧接部材17は基礎杭11の管内径に見合う長さ
のものに交換できるようになっている。支持足14,1
5及び圧接部材17は、基礎杭11に対する懸吊部材1
3の固定部材としてある。懸吊部材13内には取り付け
具19により減速機付きのモータ20を固設する。モー
タ20の出力軸(減速機の出力軸)には原動ギア21を
有している。原動ギア21は回転部材22に固設された
従動ギア23に噛合する回転部材22は筒状に形成され
てあり、懸吊部材13の軸心位置にブラケット24,2
5及びベアリング26,27を介して回転自在に支承さ
せてある。回転部材22の下端は懸吊部材13より更に
下方に臨ませてあって、固定部材28によりフラットバ
ー29を固設させてある。フラットバー29は、撓み弾
性を有するバネ材より成っている。フラットバー29の
下端には固定具30によりエアープラズマ切断装置のト
ーチ31及びガイドローラ用固定板32を取り付ける。
ガイドローラ用固定板32の先端には、ガイドローラ3
3を回転自在に軸支する。ガイドローラ33の接触位置
とトーチ31の口端との間は、予め設定した間隙δを保
有するように位置決めさせてある。上記エアーシリンダ
16,モータ20,トーチ31は、エアープラズマ切断
用電源装置12から引き出されたケーブル34〜36を
接続することはもとより基礎杭11もアース線37で接
続させておく。エアーシリンダ16に接続されるケーブ
ル34はエアーホースであり、モータ20に接続される
ケーブル35は電線ケーブルであり、又トーチ31に接
続されるケーブル36はエアーホースと電線ケーブルの
両者から成っている。ケーブル35は、回転部材22内
を挿通させてトーチ31に接続する。更に、上記懸吊部
材13を手持ち又はスプリングバランサ等で懸吊するロ
ープ38には、スケール39を付設させておき、トーチ
31の口端から基礎杭11の上端までの挿入深さを計測
できるようになっている。
In FIG. 1, reference numeral 11 denotes a steel pipe foundation pile for medium-sized buildings (hereinafter simply referred to as foundation pile) that is vertically driven on the ground. On the other hand, an air plasma cutting power supply device 12 is installed on the ground surface near the foundation pile 11. The suspension member 13 is inserted into the foundation pile 11 by hand or by suspending it with a spring balancer or the like. The suspension member 13 is shown in FIGS.
As shown in the drawing, the casing has a circular cross section, and support legs 14 and 15 are bolted to both upper and lower ends. Support foot 14,1
5 is replaced according to the pipe inner diameter of the foundation pile 11 to be cut, and is formed of a plate material having a bifurcated plane. Suspension member 13
As shown in FIGS. 1, 2 and 6, an air cylinder 16 is attached at a position facing the supporting legs 14 and 15 about the axis of the air cylinder. The piston rod of the air cylinder 16 has a pressure contact member 17, and the window hole 18 of the suspension member 13 is provided.
It projects from and is pressed against the inner surface of the foundation pile 11. The pressure contact member 17 can be replaced with a member having a length corresponding to the pipe inner diameter of the foundation pile 11. Support foot 14,1
5 and the pressure contact member 17 are suspension members 1 for the foundation pile 11.
3 as a fixing member. A motor 20 with a speed reducer is fixedly installed in the suspension member 13 by a fixture 19. The output shaft of the motor 20 (the output shaft of the speed reducer) has a driving gear 21. The driving gear 21 meshes with a driven gear 23 fixed to the rotating member 22. The rotating member 22 is formed in a tubular shape, and the brackets 24, 2 are provided at the axial center position of the suspension member 13.
5 and bearings 26, 27 are rotatably supported. The lower end of the rotating member 22 faces further downward than the suspension member 13, and the flat bar 29 is fixedly mounted by the fixing member 28. The flat bar 29 is made of a flexible spring material. A torch 31 and a guide roller fixing plate 32 of the air plasma cutting device are attached to the lower end of the flat bar 29 by a fixing tool 30.
The guide roller 3 is attached to the tip of the guide roller fixing plate 32.
3 is rotatably supported. The contact position of the guide roller 33 and the mouth end of the torch 31 are positioned so as to maintain a preset gap δ. The air cylinder 16, the motor 20, and the torch 31 are connected to the cables 34 to 36 drawn from the air plasma cutting power source device 12 as well as the ground pile 37. The cable 34 connected to the air cylinder 16 is an air hose, the cable 35 connected to the motor 20 is an electric wire cable, and the cable 36 connected to the torch 31 is both an air hose and an electric wire cable. . The cable 35 is inserted through the rotating member 22 and connected to the torch 31. Further, a scale 39 is attached to the rope 38 that holds the suspension member 13 by hand or suspends it with a spring balancer or the like so that the insertion depth from the mouth end of the torch 31 to the upper end of the foundation pile 11 can be measured. It has become.

そして、第7図に示す如く、従来と同様にして基礎杭1
1を地面に打設し、次いで第8図に示す如く懸吊部材1
3を手持ち又はスプリングバランサ等で懸吊して基礎杭
11内に挿入する。この挿入時には、スケール39で挿
入深さを計測しながら行い、トーチ31の口端が切断す
べき位置に達したならば、エアーシリンダ16を作動さ
せて圧接部材17を基礎杭11の内面に圧接させ、該圧
接部材17及び二股状の支持足14,15で三点支持を
して懸吊部材13を基礎杭11の内面に固定する。この
時、ガイドローラ33は基礎杭11の内面に当接し、そ
の反力でフラットバー29が撓み、この撓みでトーチ3
1の口端と基礎杭11の内面との間の間隙が所定地にな
るように設定される。次いで、モータ20の駆動を図示
しないモータ制御装置により制御して回転部材22と共
にトーチ31を回転させながら、エアープラズマ切断用
電源装置12からトーチ31にエアーと切断電流とを共
与して、第9図に示す如く基礎杭11の所定位置を切断
する。トーチ31は一回転して基礎杭11を切断するも
のであるから、ケーブル36の可撓性を利用するのみで
その接続状態を充分に保持できて回転接続具などの如き
ものを用いる必要はない。基礎杭11の切断後、第9図
に示す如く土を掘削し、第13図に示す従来例の如く基
礎杭11の頭部にキャップを被着させた後に、コンクリ
ートを打設するものである。
Then, as shown in FIG. 7, the foundation pile 1 is made in the same manner as the conventional one.
1 is placed on the ground, and then the suspension member 1 as shown in FIG.
3 is handheld or suspended by a spring balancer or the like and inserted into the foundation pile 11. At the time of this insertion, the insertion depth is measured with the scale 39, and when the mouth end of the torch 31 reaches the position to be cut, the air cylinder 16 is operated to press the pressure contact member 17 against the inner surface of the foundation pile 11. Then, the pressing member 17 and the bifurcated support legs 14 and 15 are supported at three points to fix the suspension member 13 to the inner surface of the foundation pile 11. At this time, the guide roller 33 comes into contact with the inner surface of the foundation pile 11, and the flat bar 29 bends due to the reaction force, and this bending causes the torch 3 to move.
The gap between the mouth end of No. 1 and the inner surface of the foundation pile 11 is set to be a predetermined ground. Next, the drive of the motor 20 is controlled by a motor control device (not shown) to rotate the torch 31 together with the rotating member 22, while supplying air and a cutting current from the air plasma cutting power supply device 12 to the torch 31, As shown in FIG. 9, the foundation pile 11 is cut at a predetermined position. Since the torch 31 cuts the foundation pile 11 by rotating once, the flexible state of the cable 36 can be used to sufficiently maintain the connected state, and it is not necessary to use a rotating connector or the like. . After cutting the foundation pile 11, soil is excavated as shown in FIG. 9, a cap is attached to the head of the foundation pile 11 as in the conventional example shown in FIG. 13, and then concrete is poured. .

基礎杭11の管内径が11a〜11cの如く異なる時
に、その管内径に見合う支持足14a〜14c,15a
〜15c及び圧接部材17aに交換し、該支持足14a
〜14c,15a〜15c及び圧接部材17aにて懸吊
部材13を基礎杭11a〜11cの内面に固定すれば、
回転部材22を基礎杭11a〜11cの軸心位置に位置
決めできる。又、切断時にはトーチ31に反力が加わる
が、フラットバー29の撓み弾発力で吸収でき、又フラ
ットバー29の撓み弾発力によって基礎杭11a〜11
cの管内径が変っても、交換や位置換えをすることなく
共通して使用できる。
When the pipe inner diameters of the foundation piles 11 are different such as 11a to 11c, the supporting feet 14a to 14c, 15a corresponding to the pipe inner diameters.
To 15c and the pressure contact member 17a, and the supporting foot 14a.
~ 14c, 15a ~ 15c and the pressure contact member 17a to fix the suspension member 13 to the inner surface of the foundation pile 11a ~ 11c,
The rotary member 22 can be positioned at the axial center position of the foundation piles 11a to 11c. Further, although a reaction force is applied to the torch 31 at the time of cutting, it can be absorbed by the bending elastic force of the flat bar 29, and by the bending elastic force of the flat bar 29, the foundation piles 11a to 11a.
Even if the inner diameter of the pipe of c changes, it can be used in common without replacement or position change.

尚、中形建築用鋼管基礎杭の鋼管径が多少変ったとして
もエアーシリンダ16のピストンロッドのストローク長
の変化で充分吸収できるが、更に鋼管径が変更された時
には支持足14,15及び圧接部材17をその管径に見
合う大きさのものに交換し、この交換のみにより、上記
弾性部材から成るフラットバーの作用によりガイドロー
ラ及びトーチは各種鋼管管径に対しても一定の間隔を保
つようにセットできる。
Even if the steel pipe diameter of the steel pipe foundation pile for medium-sized construction is changed to some extent, it can be sufficiently absorbed by the change of the stroke length of the piston rod of the air cylinder 16, but when the steel pipe diameter is further changed, the supporting legs 14, 15 and pressure welding are performed. The member 17 is replaced with a member having a size corresponding to the pipe diameter, and only by this replacement, the guide roller and the torch are kept at a constant distance for various steel pipe pipe diameters by the action of the flat bar made of the elastic member. Can be set to

「考案の効果」 以上の如く、本考案に係る中形建築用鋼管基礎杭のエア
ープラズマ切断装置によれば、中形建築用鋼管基礎杭の
内側面を走行するガイドローラ及びエアープラズマ用切
断トーチは回転部材に弾性部材より成るフラットバーに
固設されている故、エアープラズマ用切断トーチは中形
建築用鋼管基礎杭の全周にわたり一定間隔をもって回動
される故、高精度の切断が可能である。
[Advantages of the Invention] As described above, according to the air plasma cutting device for a steel pipe foundation pile for medium-sized construction according to the present invention, the guide roller and the cutting torch for air plasma traveling on the inner surface of the steel pipe foundation pile for medium-sized construction are provided. Since the rotating member is fixed to the flat bar made of elastic material, the cutting torch for air plasma is rotated at a constant interval over the entire circumference of the steel pipe foundation pile for medium-sized construction, enabling highly accurate cutting. Is.

又、鋼管基礎杭の形状が完全な円形でなく、楕円形であ
っても、変形していたとしても、前記フラットバーの弾
性部材によりガイドローラは確実に鋼管内面を走行し、
又は中形建築用鋼管基礎杭の鋼管径の寸法がかわったと
しても、上記弾性部材からなるフラットバーの作用によ
りガイドローラおよびトーチはあらゆる鋼管径に対して
も一定の間隔を保つようにセットされる。一方、中径建
築用鋼管基礎杭の基礎工事において本考案のエアープラ
ズマ切断装置を使用すれば、中形建築用鋼管基礎杭の内
面側から地中内の所定位置を切断することにより、一度
の切断作業で地表上や地中の位置の如何に拘らず、最終
の所定寸法の切断を行ない得ると共に、中形建築用鋼管
基礎杭に邪魔されることなく土の掘削も容易になし得て
作業能率の向上を図り得る。
Further, even if the shape of the steel pipe foundation pile is not a perfect circle, and is oval, even if it is deformed, the guide roller reliably travels on the inner surface of the steel pipe by the elastic member of the flat bar,
Or even if the size of the steel pipe diameter of the medium-sized building steel pipe foundation pile is changed, the guide roller and torch are set so as to maintain a constant interval for all steel pipe diameters due to the action of the flat bar made of the elastic member. It On the other hand, if the air plasma cutting device of the present invention is used in the foundation construction of steel pipe foundation piles for medium diameter construction, by cutting a predetermined position in the ground from the inner surface side of the steel pipe foundation piles for medium construction, Regardless of the position on the surface or in the ground during cutting work, the final cutting can be done with a predetermined size, and the soil can be easily excavated without being disturbed by the steel pipe foundation pile for medium-sized construction. The efficiency can be improved.

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

第1図は本考案に係る中形建築用鋼管基礎杭の内面から
のエアープラズマ切断装置の一実施例を示す構成図、第
2図は懸吊部材及びトーチ等の構成を示す断面図、第3
図は第2図のI−I線から見た懸吊部材の平面図、第4
図は第2図のII−II線から懸吊部材の底面図、第5図は
トーチより上方の懸吊部材の底面図、第6図は第2図の
III−III線断面図、第7図乃至第9図は本考案による中
形住宅用基礎工事の切断方法を示す図、第10図乃至第
13図は従来の中形住宅用基礎工事の切断方法を示す図
である。 11……住宅用鋼管基礎杭 12……エアープラズマ切断用電源装置 13……懸吊部材、14,15……支持足 16……エアーシリンダ、17……圧接部材 20……モータ、22……回転部材 29……フラットバー、31……トーチ 33……ガイドローラ
FIG. 1 is a structural view showing an embodiment of an air plasma cutting device from the inner surface of a steel pipe foundation pile for medium-sized construction according to the present invention, and FIG. 2 is a sectional view showing the structure of a suspension member, a torch, etc. Three
FIG. 4 is a plan view of the suspension member viewed from the line II of FIG.
The figure is a bottom view of the suspension member taken along the line II-II of FIG. 2, FIG. 5 is the bottom view of the suspension member above the torch, and FIG. 6 is the view of FIG.
Sectional views taken along line III-III, FIGS. 7 to 9 are views showing a cutting method for foundation work for medium-sized houses according to the present invention, and FIGS. 10 to 13 are cutting methods for foundation work for medium-sized houses in the related art. FIG. 11 …… Residential steel pipe foundation pile 12 …… Air plasma cutting power supply device 13 …… Suspension member, 14, 15 …… Supporting foot 16 …… Air cylinder, 17 …… Pressure contact member 20 …… Motor, 22 …… Rotating member 29 …… flat bar, 31 …… torch 33 …… guide roller

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】建築用鋼管基礎杭内において昇降自在で、
この建築用鋼管基礎杭内壁面を内側から外側へ押圧する
押圧部材と、この建築用鋼管基礎杭内壁面上を転動しな
がら案内するガイドローラと、内壁面に沿って回動しな
がら建築用鋼管基礎杭を切断する切断部材とを有する懸
吊部材を備えた建築用鋼管基礎杭の切断装置において、 前記懸吊部材の上下端部の外側面に張出した二股状の固
定部材を固設し、この固定部材の位置と反対側面に突出
し、内部の駆動源により先端を前記建築用鋼管基礎杭内
壁面に押圧する圧接部材を摺動自在に設け、中央部分に
回転自在に回転部材を遊嵌し、この回転部材を駆動する
ための回転駆動源を備えた前記懸吊部材と、 前記回転部材の先端に弾性部材を介して固着され、前記
建築用鋼管基礎杭の内面に当接して移動するガイドロー
ラを具えた保持部材と、 この保持部材に保持され、前記建築用鋼管基礎杭の内面
に対向するエアープラズマ発生トーチと、 エアープラズマ発生トーチや前記建築用鋼管基礎杭およ
び前記回転駆動源に電気を供給する電源とからなり、 前記懸吊部材の固定部材と圧接部材とで前記建築用鋼管
基礎杭内の所定位置に前記懸吊部材を固定し、前記回転
駆動源の駆動により前記懸吊部材内で前記回転部材を回
転させ、この回転部材の前記弾性部材に連結した前記保
持部材を介して前記建築用鋼管基礎杭内壁面上において
ガイドローラを転動させながら前記エアープラズマ発生
トーチを前記建築用鋼管基礎杭内壁面に対向させ、前記
建築用鋼管基礎杭内壁にエアープラズマを照射しながら
周回せしめ、前記建築用鋼管基礎杭を切断することを特
徴とする建築用鋼管基礎杭のエアープラズマ切断装置。
1. A steel pipe foundation pile for construction, which can be raised and lowered freely,
A pressing member that presses the inner wall surface of the building steel pipe foundation pile from the inside to the outside, a guide roller that guides the inner wall surface of the building steel pipe foundation pile while rolling, and a building structure that rotates along the inner wall surface. In a cutting apparatus for a building steel pipe foundation pile having a suspension member having a cutting member for cutting the steel pipe foundation pile, a forked fixing member is fixedly provided on the outer surface of the upper and lower ends of the suspension member. , A pressure contact member that protrudes to the side opposite to the position of this fixing member and presses the tip against the inner wall surface of the steel pipe foundation pile for construction by an internal drive source is slidably provided, and a rotating member is loosely fitted in the center portion so as to be rotatable. Then, the suspension member provided with a rotation drive source for driving the rotating member, is fixed to the tip of the rotating member via an elastic member, and abuts on the inner surface of the steel pipe foundation pile for construction and moves. A holding member with a guide roller, and An air plasma generating torch, which is held by a holding member and faces the inner surface of the building steel pipe foundation pile, and an air plasma generating torch, the building steel pipe foundation pile, and a power source for supplying electricity to the rotary drive source, The suspension member is fixed at a predetermined position in the steel pipe foundation pile for construction with a fixing member and a pressure contact member of the suspension member, and the rotating member is rotated in the suspension member by driving the rotary drive source, The air plasma generating torch is opposed to the inner wall surface of the building steel pipe foundation pile while rolling the guide roller on the inner wall surface of the building steel pipe foundation pile through the holding member connected to the elastic member of the rotating member. An air for irradiating the inner wall of the steel pipe foundation pile for building while irradiating with air plasma, and cutting the steel pipe foundation pile for building air of the steel pipe foundation pile for building. Plasma cutting device.
JP1989073656U 1989-06-23 1989-06-23 Air plasma cutting equipment for steel pipe foundation piles for construction Expired - Lifetime JPH0619626Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989073656U JPH0619626Y2 (en) 1989-06-23 1989-06-23 Air plasma cutting equipment for steel pipe foundation piles for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989073656U JPH0619626Y2 (en) 1989-06-23 1989-06-23 Air plasma cutting equipment for steel pipe foundation piles for construction

Publications (2)

Publication Number Publication Date
JPH0313330U JPH0313330U (en) 1991-02-12
JPH0619626Y2 true JPH0619626Y2 (en) 1994-05-25

Family

ID=31612664

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989073656U Expired - Lifetime JPH0619626Y2 (en) 1989-06-23 1989-06-23 Air plasma cutting equipment for steel pipe foundation piles for construction

Country Status (1)

Country Link
JP (1) JPH0619626Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4522390B2 (en) * 2006-05-09 2010-08-11 山九株式会社 Steel pipe pile cutting device
CN102513645B (en) * 2011-11-14 2015-06-03 中国石油大学(华东) Deep water casing cutting device based on electric arc cutting
JP6352700B2 (en) * 2014-06-30 2018-07-04 旭化成建材株式会社 Steel pipe cutting equipment

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6490317A (en) * 1987-05-15 1989-04-06 Kawasaki Steel Co Cutter for sheet pile of steel pipe

Also Published As

Publication number Publication date
JPH0313330U (en) 1991-02-12

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