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JPS6039806B2 - Self-lifting dam surface scooping device - Google Patents
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JPS6039806B2 - Self-lifting dam surface scooping device - Google Patents

Self-lifting dam surface scooping device

Info

Publication number
JPS6039806B2
JPS6039806B2 JP4558082A JP4558082A JPS6039806B2 JP S6039806 B2 JPS6039806 B2 JP S6039806B2 JP 4558082 A JP4558082 A JP 4558082A JP 4558082 A JP4558082 A JP 4558082A JP S6039806 B2 JPS6039806 B2 JP S6039806B2
Authority
JP
Japan
Prior art keywords
hydraulic cylinder
cutting
groove
dam
chisel
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
JP4558082A
Other languages
Japanese (ja)
Other versions
JPS58164809A (en
Inventor
隆夫 恵比寿
英雄 飯島
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi Ltd
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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP4558082A priority Critical patent/JPS6039806B2/en
Publication of JPS58164809A publication Critical patent/JPS58164809A/en
Publication of JPS6039806B2 publication Critical patent/JPS6039806B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Road Repair (AREA)

Description

【発明の詳細な説明】 この発明は、ダムの表層部を祈りとる自昇式ダム表層部
の祈り装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a self-lifting dam surface prayer device for praying the surface layer of a dam.

従来、ダムの嵩上げをするためにダム表層部を折る場合
、ダムコンクリートにクラックが発生したり、止水板に
損傷を及ぼさないことが必要とされる。このため、人力
による祈り作業仮設足場を組立てて祈り作業を行ったり
、アーバーナィトによる爆風衝撃を与えてコンクリート
を破砕する方法がとられていた。したがって、や)もす
ると打継ぎ部にクラックが生じたり、工期がか)つた。
この発明は、上述の課題を解消したダムの表層部に所定
間隔を設けた複数の溝切りを行なった後、対応した溝間
のコンクリートを祈りとる工程を繰返す目昇式ダム表層
部の祈り装置を提供するものである。次に、この発明の
実施例を図面に基づいて説明する。第1図ないし第3図
はそれぞれこの発明の正面図、側面図及び平面図、第4
図はダム表層部とノミ配置図である。図において、あら
かじめダム表層部1にホールアンカーなどを用いて所定
間隔を設けて並列にH型鋼レール2を所定長さに布設し
、レール2に固定されたピンラック3に窓枠形状の台車
本体4の後端部に連結されたロッキングフレーム5の両
端部に内設されたロッキングシリンダー6を作動させて
鉄装し、両側のレール2上に台車本体4を固定、又は摺
動可能とするとともに、台車本体4内に収納されたカッ
タースライド台車7の両枠の外側の所定個所い取付けた
フレーム8の両側に設けられた補助ローラー9及び移動
用ローラー10をレール2上に摺動可能に挟装し、かつ
移動用ローラー10と同D軸上の外側にはフレーム18
、または内側にはフレーム18′を隊着して、それぞれ
台車本体4及びカッタースライド台車7の両枠に一体に
連結し保持されている。カッタースライド台車7内には
複数のコンクリートカッター11,12群を複列に配列
した溝切り部Aと、薄切り部Aの後方に対応して複数の
ノミ13を配列した祈り部Bが配置されている。溝切り
部Aにはカッター11,12群をダム表層部1に所定深
さにまで切込むための油圧シリンダー14と、カッター
11,12群を回転駆動させるベルト伝導用駆動モータ
ー15を備え、祈り部Bには複数のノミ13をコンクリ
ートに打込むための油圧シリンダー16と、ノミ13に
打込み角度を調整するための打込角度調整装置Cを備え
、かつ左右移動用ロッド17をカッタースライド台車7
に取付けられたフレーム18の上部に架け渡された台車
本体4のフレームの一端に設置された左右移動用ジャッ
キ19と連結させて、ノミ13をすでに切込まれた複数
の溝20の中間のコンクリートに対応して位置決めし、
設置されるように構成されている。なお、カッタースラ
イド台車7の後方に連結された。ツキングフレーム21
に設けられたピンラック22及びロッキングシリンダ−
23により両側のフレーム18に鉄袋されたカッタース
ライド台車7を固定している。次に、この発明の操作に
ついて説明する。まず、カッタースライド台車7に設け
られた溝切り部Aに設けられた複数のカッター11,1
2群をダム表層部1に所定切込み深さまで油圧シリンダ
ー14と、回転用ベルト伝導駆動モーター15を作動さ
せると同時に、カッタースライド台車7の後方に取付け
た進退用油圧シリンダー24を作動させて所定ストロー
クまで台車7を前進させ、溝切りを行なう。薄切り作業
が完了後、直ちに油圧シリンダー14を後退させてカッ
ター11,12群をダム表層部1より引上げ、駆動モー
ター15を停止させるとともに、進退用油圧シリンダー
24も後退させることにより、カッタースライド台車7
をもとの位置に戻す。次に、溝切り都Aの後部に設けた
祈り部Bの左右移動用ロッド17を油圧ジャッキ19を
作動させて各切込溝20の中間のコンクリート部にノミ
13を位置決めした後、打込角度調整装置Cを操作して
適正な打込角度にノミ13を設置した後、打込油圧シリ
ンダー16を作動させてノミ13を所定深さにまで打込
ませるとともに、進退用油圧シリンダー24を再び作動
させて前進させれば、切込溝20の中間コンクリート部
は祈りとられる。祈り作業が完了した後、打込油圧シリ
ンダー16をもとに戻して/ミ13をダム表層部1より
離す。打込角度調整装置Cの調整は、図に示すようにフ
レーム25の先端部に穿設された調整孔26に係合して
いる固定ピン27を上下に移動してノミ13の打込角度
を調整し、設置した後、固定ピン27を調整孔26に係
止、固定すればよい。
Conventionally, when folding the surface layer of a dam in order to raise the height of the dam, it is necessary to avoid cracking the dam concrete or damaging the water stop plate. For this reason, prayer work was carried out manually by assembling temporary scaffolding, or by applying a blast impact using Urbanite to crush the concrete. Therefore, cracks may occur at the joints, and the construction period may be extended.
This invention solves the above-mentioned problems.The present invention is a lifting type dam surface prayer device that repeats the process of cutting a plurality of grooves at predetermined intervals on the surface of a dam and then removing the concrete between the corresponding grooves. It provides: Next, embodiments of the present invention will be described based on the drawings. Figures 1 to 3 are a front view, a side view, a plan view, and a fourth view of the present invention, respectively.
The figure shows the dam surface layer and chisel arrangement. In the figure, H-shaped steel rails 2 are laid in parallel at a predetermined length using hole anchors or the like on the dam surface layer 1 at predetermined intervals, and a window frame-shaped bogie body 4 is mounted on a pin rack 3 fixed to the rails 2. The locking cylinders 6 installed inside both ends of the locking frame 5 connected to the rear end are operated and equipped with iron, and the bogie main body 4 is fixed or slidable on the rails 2 on both sides, and Auxiliary rollers 9 and moving rollers 10 provided on both sides of a frame 8 attached to predetermined positions on the outside of both frames of a cutter slide cart 7 housed in the cart body 4 are slidably sandwiched on the rail 2. and a frame 18 on the outside on the same D axis as the moving roller 10.
A frame 18' is mounted on the inner side of the cutter slider and is integrally connected to and held by the frames of the truck body 4 and the cutter slide truck 7, respectively. Inside the cutter slide cart 7, a groove cutting section A in which a plurality of groups of concrete cutters 11 and 12 are arranged in double rows, and a prayer section B in which a plurality of chisels 13 are arranged corresponding to the rear of the thin cutting section A are arranged. There is. The groove cutting section A is equipped with a hydraulic cylinder 14 for cutting the groups of cutters 11 and 12 into the dam surface layer 1 to a predetermined depth, and a belt transmission drive motor 15 for rotationally driving the groups of cutters 11 and 12. Part B is equipped with a hydraulic cylinder 16 for driving a plurality of chisels 13 into concrete, a driving angle adjustment device C for adjusting the driving angle of the chisels 13, and a horizontal movement rod 17 is connected to a cutter slide cart 7.
The chisel 13 is connected to the jack 19 for left and right movement installed at one end of the frame of the truck body 4, which is suspended over the top of the frame 18 attached to the frame 18, and the chisel 13 is inserted into the concrete between the plurality of grooves 20 that have already been cut. position according to the
configured to be installed. In addition, it was connected to the rear of the cutter slide truck 7. Tsuking frame 21
Pin rack 22 and locking cylinder provided in
The cutter slide cart 7, which is covered with iron, is fixed to the frames 18 on both sides by 23. Next, the operation of this invention will be explained. First, a plurality of cutters 11, 1 provided in the groove cutting portion A provided on the cutter slide cart 7
The hydraulic cylinder 14 and rotating belt transmission drive motor 15 are operated to cut the second group into the dam surface layer 1 to a predetermined cutting depth, and at the same time, the hydraulic cylinder 24 for advance and retreat installed at the rear of the cutter slide cart 7 is operated to make a predetermined stroke. The cart 7 is advanced until the groove is cut. After the slicing operation is completed, the hydraulic cylinder 14 is immediately moved backward to lift the cutters 11 and 12 from the dam surface layer 1, the drive motor 15 is stopped, and the advance/retreat hydraulic cylinder 24 is also moved backward, thereby moving the cutter slide cart 7.
return to its original position. Next, after activating the hydraulic jack 19 to move the horizontal movement rod 17 of the prayer part B provided at the rear of the groove cutting capital A and positioning the chisel 13 in the concrete part between each groove 20, the driving angle After operating the adjustment device C to set the chisel 13 at an appropriate driving angle, the driving hydraulic cylinder 16 is activated to drive the chisel 13 to a predetermined depth, and the advancing/retracting hydraulic cylinder 24 is activated again. If it is moved forward, the intermediate concrete portion of the cut groove 20 will be completely removed. After the prayer work is completed, the driving hydraulic cylinder 16 is returned to its original position and the /mi 13 is separated from the dam surface layer 1. To adjust the driving angle adjustment device C, as shown in the figure, the driving angle of the chisel 13 is adjusted by moving the fixing pin 27, which is engaged with the adjustment hole 26 bored at the tip of the frame 25, up and down. After adjustment and installation, the fixing pin 27 may be engaged and fixed in the adjustment hole 26.

次に、台車本体4の後方に連結されたロッキングフレー
ム5に内設されたロッキングシリンダー6を往動させて
ピンラック3をゆるめれば、台車本体4はカッタースラ
イド台車7とともにレール2を挟持しながら移動用ロー
ラー10と補助ローフー9が次工程まで沼動し、前進す
る。油圧シリンダー28の作動ストロークが完了した後
、台車本体4を再びロッキングシリンダー6を復動させ
て、両側のレール2にピンラックを押圧、固定すればよ
い。上述の工程を繰返すことにより1l頃次上層のダム
表層部を連続的に溝切り、祈りとればよく、この際、例
えば切込溝の深さを6比帆とし、祈りとる深さを5仇畝
とすれば、ダム表層部のクラックの発生を防止でき、ま
たノミは平ノミを使用して打込角度を20o〜40oに
調整すれば容易に祈りとることができる。また、台車本
体の移動用シリンダーのストロークを例えば150仇吻
とし、カッタースライド台車の移動用シリンダーのスト
ロークを100仇肌こすることにより、台車本体の移動
ストロークをや)大きくすれば台車本体のフレーム内を
支障なく移動できる。なお、図示していないが保安上ダ
ムの最上部にウィンチを設置して、台車本体の上部フレ
ームにチェーンにより連結しておけば、台車本体の移動
の際、台車本体の落下防止ができる。なお、薄切り及び
祈り作業を同時に行なわせることも可能であることはい
うまでもない。
Next, when the locking cylinder 6 installed in the locking frame 5 connected to the rear of the truck body 4 is moved forward to loosen the pin rack 3, the truck body 4 is moved together with the cutter slide truck 7 while sandwiching the rail 2. The moving roller 10 and the auxiliary low-foot 9 move forward until the next process. After the operating stroke of the hydraulic cylinder 28 is completed, the locking cylinder 6 of the truck body 4 is moved back again to press and fix the pin racks to the rails 2 on both sides. By repeating the above process, the surface layer of the next upper layer of the dam can be continuously cut and removed around 1l. At this time, for example, the depth of the cut groove is set to 6mm, and the depth to be cut is set to 5mm. The ridges can prevent the occurrence of cracks on the surface of the dam, and the chisel can be easily removed by adjusting the driving angle to 20 to 40 degrees using a flat chisel. In addition, if the stroke of the moving cylinder of the cart body is set to 150 degrees, and the stroke of the moving cylinder of the cutter slide cart is increased to 100 degrees, the movement stroke of the cart body can be increased. You can move around inside without any trouble. Although not shown, for safety reasons, if a winch is installed at the top of the dam and connected to the upper frame of the truck body with a chain, the truck body can be prevented from falling when the truck body is moved. It goes without saying that it is also possible to perform the slicing and praying operations at the same time.

上述の通り、この発明によれば台車本体及びカッタース
ライド台車を容易に操作してダム表層部を溝切り、祈り
とることができるため、ダム表層部に衝撃を発生するこ
ともないから反力も小さくすみ、クラックの発生を防止
することができる。
As mentioned above, according to the present invention, it is possible to easily operate the cart body and the cutter slide cart to cut grooves in the dam surface layer and remove the grooves, so there is no impact on the dam surface layer, so the reaction force is small. Therefore, it is possible to prevent the occurrence of cracks.

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

第1図はこの発明の正面図、第2図は側面図、第3図は
平面図、第4図はダム表層部とノミ配置図である。 1・・・・・・ダム表層部、2・・…・レール、3・・
・・・・ピンラツク、4・・・・・・台車本体、5,2
1・・・・・・ロッキングフレーム、6,23……ロツ
キングシリンダー、7.・・・・・カッタースライド台
車、8,18,18,25・・・・・・フレーム、9・
・・・・・補助ローフー、lo,24…・・・移動用ロ
ーフー、11,12・・・・・・カッター、13……ノ
ミ、14,16,28……油圧シリンダー、15・・・
駆動モーター、17・・・・・・移動用ロッド、19・
・・・・・油圧ジャッキ、20・・・・・・切込溝、2
6・・・・・・調整孔、27・・・・・・固定ピン、A
…・・・溝切部、B……祈り部、C・・・・・・打込角
度調整装置。 第1図 第2図 第4図 第3図
FIG. 1 is a front view of the present invention, FIG. 2 is a side view, FIG. 3 is a plan view, and FIG. 4 is a dam surface layer and chisel arrangement. 1...Dam surface layer, 2...Rail, 3...
...Pin rack, 4...Dolly body, 5,2
1... Locking frame, 6, 23... Locking cylinder, 7. ...Cutter slide cart, 8, 18, 18, 25...Frame, 9.
...Auxiliary lo-fu, lo, 24...Movement lo-fu, 11,12...Cutter, 13...Chisel, 14,16,28...Hydraulic cylinder, 15...
Drive motor, 17...Moving rod, 19.
... Hydraulic jack, 20 ... Cut groove, 2
6...adjustment hole, 27...fixing pin, A
... Grooving section, B... Prayer section, C... Driving angle adjustment device. Figure 1 Figure 2 Figure 4 Figure 3

Claims (1)

【特許請求の範囲】 1 ダム表層部に所定間隔を設けて並列に布設したレー
ル上を油圧シリンダーにより固定又は摺動可能なロツキ
ングフレームを設けた窓枠形状の台車本体を設置し、前
記台車本体内にカツタースライド台車を収納し、複数の
カツター群を複列に配置した溝切部により溝切りする作
動手段と、溝切部の後部に対応して複数のノミを配置し
た斫り部により切込溝間のコンクリートを斫りとる作動
手段と、進退用油圧シリンダーとを後部に設けるととも
にカツタースライド台車の外側の所定位置に設けたフレ
ームに取付けた補助ローラーと移動ローラーをレール上
に摺動自在に挾装してなることを特徴とする自昇式ダム
表層部の斫り装置。 2 特許請求の範囲第1項記載において、溝切りする作
動手段として油圧シリンダーと駆動モーターを設けて溝
切りするとともに、斫りとる作動手段として左右移動用
ロツドを駆動する油圧ジヤツキと打込角度調整装置とに
よりノミを位置決めして、打込用油圧シリンダーにより
打込むことよりなることを特徴とする自昇式タム表層部
の斫り装置。
[Scope of Claims] 1. A window frame-shaped truck main body is installed with a locking frame that can be fixed or slid by a hydraulic cylinder on rails laid in parallel at predetermined intervals on the surface of the dam, and A cutter slide cart is housed in the main body, and an actuating means for cutting grooves by a groove cutting section in which a plurality of groups of cutters are arranged in double rows, and a cutting section in which a plurality of chisels are arranged corresponding to the rear part of the groove cutting section. An operating means for scooping concrete between the cut grooves and a hydraulic cylinder for advancing and retracting are installed at the rear, and auxiliary rollers and moving rollers attached to a frame installed at a predetermined position on the outside of the cutter slide cart are mounted on the rail. A device for scooping the surface layer of a self-lifting dam, characterized by being slidably clamped. 2. In claim 1, a hydraulic cylinder and a drive motor are provided as an operating means for cutting a groove, and a hydraulic jack for driving a left-right moving rod and a driving angle adjustment are provided as an operating means for cutting a groove. 1. A self-lifting tom surface scooping device, characterized in that a chisel is positioned by a device and a chisel is driven by a driving hydraulic cylinder.
JP4558082A 1982-03-24 1982-03-24 Self-lifting dam surface scooping device Expired JPS6039806B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4558082A JPS6039806B2 (en) 1982-03-24 1982-03-24 Self-lifting dam surface scooping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4558082A JPS6039806B2 (en) 1982-03-24 1982-03-24 Self-lifting dam surface scooping device

Publications (2)

Publication Number Publication Date
JPS58164809A JPS58164809A (en) 1983-09-29
JPS6039806B2 true JPS6039806B2 (en) 1985-09-07

Family

ID=12723279

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4558082A Expired JPS6039806B2 (en) 1982-03-24 1982-03-24 Self-lifting dam surface scooping device

Country Status (1)

Country Link
JP (1) JPS6039806B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100836856B1 (en) 2008-02-26 2008-06-11 (주)삼우아이엠씨 Repair Method of Concrete Slope Using Finishing Module
JP7288275B2 (en) * 2019-04-18 2023-06-07 東鉄工業株式会社 Cutting machine for concrete excavation and concrete excavation method
CN110424237B (en) * 2019-08-09 2020-11-13 义乌市美杰包装制品有限公司 Old and useless pitch clearing device

Also Published As

Publication number Publication date
JPS58164809A (en) 1983-09-29

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