JP2001182337A - Circular-opening forming method for concrete body - Google Patents

Circular-opening forming method for concrete body

Info

Publication number
JP2001182337A
JP2001182337A JP36824699A JP36824699A JP2001182337A JP 2001182337 A JP2001182337 A JP 2001182337A JP 36824699 A JP36824699 A JP 36824699A JP 36824699 A JP36824699 A JP 36824699A JP 2001182337 A JP2001182337 A JP 2001182337A
Authority
JP
Japan
Prior art keywords
concrete body
core
concrete
saw
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP36824699A
Other languages
Japanese (ja)
Inventor
Osamu Fukushima
修 福島
Yusuke Majima
勇介 間嶋
Takashi Murata
隆 村田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nagata Kogyo KK
Original Assignee
Nagata Kogyo 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 Nagata Kogyo KK filed Critical Nagata Kogyo KK
Priority to JP36824699A priority Critical patent/JP2001182337A/en
Publication of JP2001182337A publication Critical patent/JP2001182337A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To efficiently bore a circular through-hole in a concrete body such as an existing dam, and to efficiently remove a concrete columnar body in excellent work environment. SOLUTION: The cores 12 of the concrete columnar bodies bored by a hole saw boring device 30 are extracted from the concrete body, and cut in a sectional shape by a wire saw cable 21 and lifted and removed by a crane. Extraction and cutting in the sectional shape are repeated, and the cores 12 are all removed efficiently. An operator can operate at a place separated from the place of cutting during cutting works, and can operate in excellent environment.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、既存のコンクリー
トダムに余水吐等を設けるために円形開口を設ける場合
のような、厚みのあるコンクリート体の円形開口設置工
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing a thick concrete body with a circular opening, such as a case where an existing concrete dam is provided with a circular opening for providing a spillway or the like.

【0002】[0002]

【従来の技術】既存のコンクリート体に開口を設置する
工法として特許第2554584号公報のワイヤーソー
を使用した工法がある。この工法は、コンクリート体の
下流側に足場を構築してワイヤーソーの駆動装置を設置
し、設置する開口の角部にダムコンクリート体を貫通す
る孔をあけ、ワイヤーソーケーブルをこの孔の間に掛け
渡して孔の間を切断し、コンクリート柱状体をコンクリ
ート体から縁切りし、切断完了後、コンクリート柱状体
を破砕除去して開口を設けるものである。
2. Description of the Related Art As a method of installing an opening in an existing concrete body, there is a method using a wire saw disclosed in Japanese Patent No. 2554584. In this method, a scaffold is constructed on the downstream side of the concrete body, a wire saw driving device is installed, a hole is made through the dam concrete body at the corner of the opening to be installed, and a wire saw cable is inserted between these holes. The concrete column is cut off from the concrete body by bridging and cutting between the holes, and after the cutting is completed, the concrete column is crushed and removed to provide an opening.

【0003】[0003]

【発明が解決しようとする課題】この工法は、ダム下流
側にワイヤーソー駆動装置を設置する足場を構築する必
要があること、また、水平方向の切断の場合、ワイヤー
ソーケーブルが誘導孔内で踊ったり、たるんだりして切
断線を直線とすることが非常に困難であるため、切断し
たコンクリート柱状体をコンクリート体側面に抜き出す
ことができず、切断した柱状体を破砕して撤去してい
た。そのため、撤去作業の効率が悪く、また、作業環境
が良好なものでなかった。開口を円形とするには、誘導
孔を多角形状に設けて円形に類似させるしかなく、誘導
孔の設置数が多くなり、能率が悪く実用的とはいえなか
った。四角形の開口に鋼管等を設置し、鋼管周囲にコン
クリートを充填し、円形開口としていたが、周囲の補強
等の余計な工程を必要とした。本発明は、切断した円柱
体の撤去を効率よく、かつ、良好な作業環境でおこなえ
るようにするとともに、直接的に円形開口を設けること
ができるようにすることを目的とする。
According to this method, it is necessary to construct a scaffold for installing a wire saw driving device on the downstream side of the dam, and in the case of horizontal cutting, the wire saw cable is inserted in the guide hole. Because it was very difficult to make the cutting line straight by dancing or sagging, the cut concrete column could not be pulled out to the side of the concrete body, and the cut column was crushed and removed . Therefore, the efficiency of the removal operation is low, and the work environment is not good. The only way to make the opening circular was to provide a guide hole in a polygonal shape and resemble a circle, increasing the number of guide holes to be installed, resulting in poor efficiency and impractical. Steel pipes were installed in the square openings, concrete was filled around the steel pipes, and round openings were used. However, extra steps such as reinforcement of the surroundings were required. An object of the present invention is to enable removal of a cut cylindrical body efficiently and in a favorable working environment, and to provide a circular opening directly.

【0004】[0004]

【課題を解決するための手段】ホールソー穿孔装置で円
形に穿孔したコンクリート円柱体をコンクリート体から
抜き出し、抜き出した部分をワイヤーソーで輪切りにし
て切断し、クレーン等で吊り上げて撤去することによっ
て撤去作業の効率の向上を図った。また、作業員は切断
作業中に切断場所から離れた場所で操作でき、良好な環
境で円形開口設置作業をすることができ、さらに、ホー
ルソーを使用することで大口径の円形開口を直接コンク
リート体に設けるようにした。
Means for Solving the Problems A concrete cylinder which has been circularly perforated by a hole saw perforator is extracted from the concrete body, and the extracted portion is cut into a circle by a wire saw, cut, and lifted and removed by a crane or the like. Efficiency was improved. In addition, the operator can operate at a place away from the cutting place during the cutting work, can perform the circular opening installation work in a favorable environment, and furthermore, by using a hole saw, a large diameter circular opening can be directly To be provided.

【0005】[0005]

【発明の実施の形態】本発明をコンクリートダムに円形
開口を設置する実施例で説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described with reference to an embodiment in which a circular opening is provided in a concrete dam.

【実施例1】図1のホールソー穿孔装置30で穿孔して
いる状態の側面図に示すように、コンクリートダム10
の壁面11に作業台25を取り付け、ホールソー穿孔装
置30をアンカーで壁面11に固定する。このホールソ
ー穿孔装置30は、先端にダイヤモンドなどからなる切
刃が形成され、後端が開放されたホールソーと、ホール
ソーを回転させる駆動装置、及びホールソーを前後に移
動させる移動装置からなる。
[Embodiment 1] As shown in a side view of a state where holes are being drilled by a hole saw drilling device 30 in FIG.
The workbench 25 is attached to the wall surface 11 of, and the hole saw punching device 30 is fixed to the wall surface 11 with an anchor. The hole saw drilling device 30 includes a hole saw having a cutting edge made of diamond or the like at its tip and an open rear end, a driving device for rotating the hole saw, and a moving device for moving the hole saw back and forth.

【0006】ホールソーを回転駆動してダム10のコン
クリート体を切断して貫通させた後、ホールソーをコン
クリート体に残した状態で駆動装置等を撤去し、図2に
示すように、開口部分となるコア12に予め設けておい
た抜き出し用の孔に引き抜き棒41を挿入し、コア12
の裏面側に固定部材で引き抜き棒41を連結固定する。
引き抜き棒41の他端は、抜き出し側において加圧部材
42に固定する。引き抜き棒41としてネジ鉄筋を使用
し、加圧部材42に設けた孔にネジ鉄筋を挿入してナッ
トで固定し、取り付け・取り外しを容易にする。
After the concrete body of the dam 10 is cut and penetrated by rotating and driving the hole saw, the driving device and the like are removed with the hole saw remaining in the concrete body, and as shown in FIG. Inserting the extraction rod 41 into the extraction hole provided in the core 12 in advance, the core 12
The pull-out bar 41 is connected and fixed to the back side of the device by a fixing member.
The other end of the extraction rod 41 is fixed to the pressing member 42 on the extraction side. A screw rebar is used as the pull-out bar 41, and a screw rebar is inserted into a hole provided in the pressing member 42 and fixed with a nut, thereby facilitating attachment and detachment.

【0007】壁面11と加圧部材42の間にジャッキ4
3を設置し、壁面に反力をとって加圧部材42を押圧す
る。加圧部材42に加えられた力は引き抜き棒41を介
してコア12の裏面側に伝達され、コア12がコンクリ
ート体から押し出される。コア12が1m程度壁面11
から抜き出されたところでジャッキ43を停止し、引き
抜き棒41を一旦コア12から取り外す。
A jack 4 is provided between the wall 11 and the pressing member 42.
3 is installed, and the pressing member 42 is pressed by applying a reaction force to the wall surface. The force applied to the pressing member 42 is transmitted to the back side of the core 12 via the pull-out bar 41, and the core 12 is extruded from the concrete body. Core 12 is about 1m wall surface 11
When the jack 43 has been pulled out, the jack 43 is stopped, and the pulling rod 41 is once removed from the core 12.

【0008】図3に示すように、ワイヤーソーケーブル
21をガイドするプーリ22を適宜の位置に固定し、ワ
イヤーソーケーブル21を抜き出したコア12に掛け、
ダム10の頂部に設置したワイヤーソー駆動装置20に
ループ状に掛け渡す。ワイヤーソー駆動装置20を駆動
してワイヤーソーケーブル21に適当なテンションをか
けながら走行させ、壁面から引き出したコア12をワイ
ヤーソーで輪切りにし、クレーンで吊り上げる。ワイヤ
ーソーケーブル21の走行速度や張力は、コア12の大
きさなどにより適宜定める。通常、速度は20〜30m
/秒、張力は50〜150kgであり、ワイヤーソーに
水を供給しながら切断作業をおこなう。
As shown in FIG. 3, a pulley 22 for guiding the wire saw cable 21 is fixed at an appropriate position, and the wire saw cable 21 is hung on the extracted core 12.
It is looped over a wire saw drive device 20 installed at the top of the dam 10. The wire saw driving device 20 is driven to travel while applying an appropriate tension to the wire saw cable 21, and the core 12 pulled out from the wall surface is cut into a ring by a wire saw and lifted by a crane. The traveling speed and tension of the wire saw cable 21 are appropriately determined according to the size of the core 12 and the like. Usually the speed is 20-30m
/ Sec, tension is 50 to 150 kg, and the cutting operation is performed while supplying water to the wire saw.

【0009】再度引き抜き棒41をコア12にセットし
てジャッキ43を作動してコア12をコンクリート体か
ら引き出し、同様にワイヤーソーで輪切りにする。この
作業を繰り返してコア12をすべてコンクリート体から
撤去し、円形の開口を設ける。円形開口に鋼管を設置
し、鋼管周囲に鉄筋等の補強材を配置してコンクリート
を充填し、ダムの余水吐等として使用する。
The extraction rod 41 is set on the core 12 again, and the jack 43 is operated to pull out the core 12 from the concrete body. Similarly, the core 12 is cut by a wire saw. By repeating this operation, the entire core 12 is removed from the concrete body, and a circular opening is provided. A steel pipe is installed in a circular opening, and reinforcing materials such as reinforcing bars are arranged around the steel pipe and filled with concrete to be used as a spillway for a dam.

【0010】[0010]

【実施例2】図4に示す特許第2852911号に示さ
れるようなコア引き出し装置が組み込まれたホールソー
穿孔装置30を用い、穿孔作業とコアの抜き出し作業の
効率化を図ったものである。ホールソー穿孔装置30で
穿孔し、コア12の表面にアイボルトを埋設固定し、ホ
ールソー穿孔装置の枠体に設けたウインチ50を作動さ
せてコア12を引き出す。実施例1と同様にワイヤーソ
ーで輪切りにする。この作業を繰り返してコア12をす
べてコンクリート体から撤去して円形の開口を設ける。
[Embodiment 2] A hole-saw punching device 30 incorporating a core pull-out device as shown in Japanese Patent No. 2852911 shown in FIG. 4 is used to improve the efficiency of the drilling operation and the core extracting operation. The core 12 is pulled out by piercing with the hole saw piercing device 30, burying and fixing an eyebolt on the surface of the core 12, and operating the winch 50 provided on the frame of the hole saw piercing device. As in the case of the first embodiment, the wire is cut into pieces by a wire saw. By repeating this operation, all the cores 12 are removed from the concrete body to provide a circular opening.

【0011】[0011]

【実施例3】図5に示す特許第2960879号に示さ
れるようなコア押し出し装置60が組み込まれたホール
ソー穿孔装置30を用い、コア12をホールソー穿孔装
置30の設置側とは反対側に押し出し、ホールソー穿孔
装置を移動させずにコア12の輪切りを迅速におこなえ
るようにしたものである。
Embodiment 3 Using a hole saw punching device 30 in which a core pushing device 60 as shown in Japanese Patent No. 2960879 shown in FIG. 5 is incorporated, the core 12 is pushed out to the side opposite to the installation side of the hole saw punching device 30, This allows the core 12 to be cut quickly without moving the hole saw drilling device.

【0012】ホールソー穿孔装置30でコア12の貫通
穿孔が終了後、ホールソー穿孔装置30の駆動装置をフ
レームから取りはずし、押し出し装置60を基体フレー
ム61に取り付ける。押し出し装置60は、先端に押出
し座体62を固定した油圧シリンダー63を押し出し部
材の端部に設けたものである。油圧シリンダ63を作動
させ、反力をコンクリート体壁面に固定した基体フレー
ム61に取り、コア12をコンクリート体の裏面側に押
し出す。押し出されたコア12にワイヤーソーケーブル
21をループ状に掛け渡し、ワイヤーソー駆動装置20
でワイヤーソーケーブルを循環走行して輪切りにする。
After the core 12 has been pierced through the hole saw punching device 30, the driving device of the hole saw punching device 30 is removed from the frame, and the pushing device 60 is attached to the base frame 61. The extruding device 60 is provided with a hydraulic cylinder 63 having an extruding seat body 62 fixed to the end at the end of the extruding member. The hydraulic cylinder 63 is actuated, the reaction force is applied to the base frame 61 fixed to the concrete body wall surface, and the core 12 is pushed out to the back side of the concrete body. A wire saw cable 21 is looped around the extruded core 12 in a loop, and the wire saw driving device 20
Circulates the wire saw cable to make a round slice.

【0013】この作業を繰り返してコア12をすべてコ
ンクリート体から撤去し、コンクリート体に円形の開口
を設ける。コア12の輪切りが、ホールソー穿孔装置3
0の設置場所とは反対側で行われ、作業空間が広くとれ
ると共に、ホールソー穿孔装置を輪切りの際に移動させ
る必要がなく作業が迅速に行われる。
By repeating this operation, all the cores 12 are removed from the concrete body, and a circular opening is provided in the concrete body. The cutting of the core 12 is performed by the hole saw drilling device 3.
The work is performed on the opposite side to the installation location of No. 0, so that the work space can be widened, and the work can be performed quickly without the need to move the hole saw drilling device at the time of round cutting.

【0014】[0014]

【実施例4】図6に示すように、直径10センチ程度の
ホールソー3を円形の切断線に沿ってコンクリート体を
貫通させる。小型のホールソーなので、山奥の辺地であ
っても運搬が容易であり、また、穿孔装置の設置、及び
移動撤去を迅速におこなうことができる。ホールソーで
縁切りされた円柱体2を前述の実施例で説明したいずれ
かの方法でコンクリート体の側面に抜き出し、ワイヤー
ソーで輪切りにして撤去し、コンクリート体に円形の開
口を設ける。開口の内周面に凹凸が存在するので必要に
応じて整形して滑らかにする。この実施例のように、小
径のホールソーを使用した場合には、切断線の形状を任
意に設定することができ、円形以外の形状の開口を簡単
にコンクリート体に設けることができる。
Embodiment 4 As shown in FIG. 6, a concrete body is passed through a hole saw 3 having a diameter of about 10 cm along a circular cutting line. Since it is a small hole saw, it can be easily transported even in a mountainous area, and the drilling device can be installed and moved and removed quickly. The columnar body 2 cut off by the hole saw is extracted from the side surface of the concrete body by any of the methods described in the above-mentioned embodiments, and is cut off by a wire saw and removed, and a circular opening is provided in the concrete body. Since there is unevenness on the inner peripheral surface of the opening, it is shaped and smoothed as necessary. When a small-diameter hole saw is used as in this embodiment, the shape of the cutting line can be set arbitrarily, and an opening having a shape other than a circle can be easily provided in the concrete body.

【0015】[0015]

【発明の効果】本発明によれば、ホールソー穿孔装置で
直接コンクリート体に円形の開口を設けるようにしたの
で、ワイヤーソーによるものより、余分なコンクリート
を切断撤去する必要がなく、また、開口部を円形にする
ことによって応力の分散が可能であり補強に要する費用
を節約でき経済的である。加えて、切断後、コアをコン
クリート体から抜き出し、抜き出した部分をワイヤーソ
ーで適当な大きさに輪切りにし、クレーン等で吊り上げ
て撤去するので撤去効率がよく、作業員は、切断作業
中、切断場所から離れた場所で操作するので破砕に比較
して良好な環境で作業をすることができる。
According to the present invention, a circular opening is directly provided in a concrete body by a hole saw drilling device, so that it is not necessary to cut and remove excess concrete as compared with a wire saw, and the opening portion is not required. By making the shape circular, the stress can be dispersed, and the cost required for reinforcement can be saved, which is economical. In addition, after cutting, the core is extracted from the concrete body, the extracted part is cut into a suitable size with a wire saw, lifted with a crane etc. and removed, so the removal efficiency is good, and the worker can cut during the cutting work. Since the operation is performed in a place away from the place, it is possible to work in a favorable environment as compared with crushing.

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

【図1】ホールソー穿孔装置を固定した状態の側面図。FIG. 1 is a side view of a state in which a hole saw punching device is fixed.

【図2】コアを抜き出している状態の側面図。FIG. 2 is a side view of a state where a core is extracted.

【図3】抜き出したコアを輪切りにしている状態の側面
図。
FIG. 3 is a side view of a state in which the extracted core is cut into slices.

【図4】コア引き出し装置を使用した第2実施例の側面
図。
FIG. 4 is a side view of a second embodiment using a core drawing device.

【図5】コア押し出し装置を使用した第3実施例の側面
図。
FIG. 5 is a side view of a third embodiment using a core pushing device.

【図6】小径のホールソーを使用した第4実施例の正面
図。
FIG. 6 is a front view of a fourth embodiment using a small-diameter hole saw.

【符号の説明】[Explanation of symbols]

11 壁面 12 コア 25 作業台 20 ワイヤーソー駆動装置 21 ワイヤーソーケーブル 30 ホールソー穿孔装置 41 引き抜き棒 42 加圧部材 43 ジャッキ 50 ウインチ 60 押し出し装置 61 基体フレーム 62 座体 63 油圧シリンダー DESCRIPTION OF SYMBOLS 11 Wall 12 Core 25 Work table 20 Wire-saw drive device 21 Wire-saw cable 30 Hole-saw drilling device 41 Pull-out rod 42 Pressing member 43 Jack 50 Winch 60 Extruder 61 Base frame 62 Seat body 63 Hydraulic cylinder

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E176 AA01 DD22 3C069 AA01 AA04 BA06 BA09 BB04 CA07 EA01  ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2E176 AA01 DD22 3C069 AA01 AA04 BA06 BA09 BB04 CA07 EA01

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】コンクリート体をホールソー穿孔装置で円
形に穿孔し、コアをコンクリート体側面に抜き出し、ワ
イヤーソーで輪切りにして撤去するコンクリート体の円
形開口設置工法。
1. A method of installing a circular opening in a concrete body in which a concrete body is pierced circularly with a hole saw piercing device, a core is extracted from the side of the concrete body, and the core is cut into a circle with a wire saw and removed.
JP36824699A 1999-12-24 1999-12-24 Circular-opening forming method for concrete body Pending JP2001182337A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36824699A JP2001182337A (en) 1999-12-24 1999-12-24 Circular-opening forming method for concrete body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36824699A JP2001182337A (en) 1999-12-24 1999-12-24 Circular-opening forming method for concrete body

Publications (1)

Publication Number Publication Date
JP2001182337A true JP2001182337A (en) 2001-07-06

Family

ID=18491329

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36824699A Pending JP2001182337A (en) 1999-12-24 1999-12-24 Circular-opening forming method for concrete body

Country Status (1)

Country Link
JP (1) JP2001182337A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015143449A (en) * 2014-01-31 2015-08-06 鹿島建設株式会社 Method for forming through-hole in dam body
JP2017039326A (en) * 2016-11-02 2017-02-23 株式会社水道技術開発機構 Hole-boring device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015143449A (en) * 2014-01-31 2015-08-06 鹿島建設株式会社 Method for forming through-hole in dam body
JP2017039326A (en) * 2016-11-02 2017-02-23 株式会社水道技術開発機構 Hole-boring device

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