JP2007056479A - Slope only for rooting pile, and perpendicular double-driving switching rooting bar driving machine - Google Patents
Slope only for rooting pile, and perpendicular double-driving switching rooting bar driving machine Download PDFInfo
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- JP2007056479A JP2007056479A JP2005240667A JP2005240667A JP2007056479A JP 2007056479 A JP2007056479 A JP 2007056479A JP 2005240667 A JP2005240667 A JP 2005240667A JP 2005240667 A JP2005240667 A JP 2005240667A JP 2007056479 A JP2007056479 A JP 2007056479A
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地震、台風等の大雨による高速道路、一般公道、電車線路の法面傾斜地面の崩落、ガケ崩れ等の復旧工事に又法面崩壊防止補強杭等の最適な根張り杭の側壁の要所要所8ヶ所に突出口を設け製造工程で本杭内部に収納する厚く幅広で鋭角の先端の長い根張り鋼板8枚収納する根張り杭専用法面及び垂直二打設切り替え根出し棒打設機をもって法面傾斜地面に打設すると地下深部で根張り杭から8枚の根張り鋼板が広範囲に突出し、木の根のように広く地面下を補強する杭及び打設機の提供である。 Important points for the side walls of the optimum timber piles, such as highway, general public roads, railroad slope slope collapse, debris collapse, etc. due to heavy rain such as earthquakes, typhoons, etc. Protruding ports at 8 locations and housed inside the main pile in the manufacturing process with a thick, wide, sharp edged long steel plate that has 8 long piercing steel plates and a vertical double caster switch It is a provision of a pile and a placement machine that reinforces the bottom of the ground widely like tree roots when eight steel plates protrude from a piling pile in a deep underground area when it is placed on a slope slope.
土木工事用杭は木杭、摩擦杭、鋼管杭、コンクリートパイル等と多種多様の杭があり又全て一本形状で又一打設工法が通常のものである。(「特許第3137243号」)の土木工事用杭の商標の(「登録第794403号」)の根張り杭は二打設工法の杭である。丸鋼管形又は角鋼形で出来る根張り杭の側壁の要所要所8ヶ所に突出口を設け又製造工程で根張り杭内部に収納する厚く幅広で鋭角の先端の長い根張り鋼板が8枚組み込まれている。又従来工法では根張り杭上部側面に埋没防止板を溶接加工して軟弱地盤に垂直打設する時に杭全体埋没防止に広く大きなプレートが必要でそれを杭下に敷き根張り杭の上からモンケン工法の重量ハンマーの落下式打設のため必ず曲がって打設される不都合があった。 Civil engineering piles include wood piles, friction piles, steel pipe piles, concrete piles, and other types of piles. The piercing pile of the trademark ("Registered No. 794403") of the civil engineering pile of ("Patent No. 3137243") is a pile of the double casting method. Eight pieces of thick steel strips with wide, sharp edges with long sharp edges are provided at the 8 required points on the side wall of the steel pile made of round steel pipe or square steel, and are housed inside the steel pile in the manufacturing process. It is. In the conventional method, a large plate is necessary to prevent the entire pile from being buried when welding the burial prevention plate on the upper side of the piercing pile and placing it vertically on the soft ground. There was an inconvenience that it was always bent and bent because of the drop-type driving of the heavy hammer of the construction method.
昔から法面、傾斜面の木は切るな、木を切れば必ずガケは崩れるの教えのように木の根は地下で絡み合い法面を地下で補強している。ところが道路拡張工事等で木々を伐採した法面の地下では支えあうものが無いため多少の雨でも法面崩壊が起きる。そこで根張り杭は二打設工法で地下深度に打設した根張り杭の側壁の要所要所の8ヶ所の突出口から8枚の根張り鋼板を木の根のように広範囲に突出させることで法面又傾斜地面等の崩壊防止杭、災害防止杭の根張り杭専用法面及び垂直二打設切り替え根出し棒打設機の提供である。 From the old days, do not cut the slopes and sloped trees, and the roots of the trees are tangled in the basement to reinforce the slopes, like teaching that if you cut the tree, the debris will always collapse. However, because there is nothing to support in the basement of the slope where trees were cut by road expansion work etc., slope collapse occurs even with some rain. Therefore, the piercing pile is a method by projecting eight piercing steel plates as wide as the roots of trees from the eight projections at the necessary locations on the side wall of the piercing pile placed in the underground depth by the double casting method. The purpose is to provide an anti-collapse pile such as plane or sloping ground, a special slope for disaster prevention piles, and a vertical two-placement switching rod driving machine.
上記課題を解決する方法として二打設工法の根張り杭の打設機の開発が急務であった。根張り杭専用法面及び垂直二打設切り替え根出し棒打設機を建設機械のユニックアーム先端に取り付け高速道路、一般公道、電車線路上下の法面等の法面崩壊、ガケ崩れ等の復旧工事又法面崩壊防止補強杭の打設工事の打設が出来る。本発明の打設機の二打設工法で打設された根張り杭は深さ1.5mから2mの間の根張り杭の側壁の要所要所の突出口から8枚の厚く幅広で先端が鋭角で長い根張り鋼板が土中で広範囲に刺さり強力な摩擦抵抗の支持力で地下の安定をする根張り杭は完全錆止仕上げで杭長2m根張り鋼板8枚収納、杭重量50kg未満で軽量杭である根張り杭と打設機等の装置の提供である。 As a method for solving the above-mentioned problems, there was an urgent need to develop a plaster pile driving machine using the double casting method. Mounted a special slope for the timber pile and a vertical two-placement switching rooting device at the tip of the unic arm of the construction machine. Restoration of slopes such as highways, general public roads, and slopes above and below the train tracks, restoration of cracks, etc. It is possible to place a construction pile or a construction pile to prevent slope failure. The upholstery piles cast by the two-casting method of the driving machine according to the present invention are 8 thick and wide tips from the projecting openings of the necessary points on the side walls of the upholstery piles between 1.5 m and 2 m deep. A long-ply steel plate with a sharp angle is stuck extensively in the soil and the basement pile that stabilizes the ground with a strong frictional resistance support force is completely rust-proof and can hold up to eight pile steel plates with a pile length of 2 m, pile weight less than 50 kg It is to provide equipment such as piercing piles and driving machines that are lightweight piles.
本発明の根張り杭専用法面及び垂直二打設切り替え根出し棒打設機の装置は一本の角溝レール両側面の脱落防止レールに角頭打設ハンマー装置を装着する。平地等では垂直打設用のモンケン等の重量ハンマー落下式打設も可能であるが、法面、傾斜地面は全て勾配が違うために法面等傾斜に対し垂直打設工法の打設ハンマー装置は使用不可能である。そこで法面又傾斜地面に相対し打設出来る角頭打設装置の油圧シリンダー付きハンマー又はバイブレーションハンマー等の交換の使用出来る方法。角溝レール先端の下に接地水平安定板を固定する。又角溝レールの裏側に装着する油圧シリンダーに連結するスライド二本棒固定基板の二本棒は角溝レール先端の蝶番付き開閉ガードの下から装着すると油圧チャックの装置になる。又、スライド二本棒固定基板の中央に二枚の変形板の突起駆動装置に組み込まれた連動レバーと上下駆動レバーに連結した90度反転移動レール付き根出し棒は仕様に応じ正、逆転を繰り返し駆動する。重く長い根出し棒は他の打設以外に動きを止める安全装置の固定アーム制御装置と連動する電磁石開閉式根出し棒固定装置で押える。二打設工法の根張り杭を角溝レールに収納する側面又は下部にローラー付きの電磁石杭脱落防止装置で打設寸前まで押え後は電磁石の電源を切る自動センサー付き。一打設工法では角頭打設ハンマー装置で打設する根張り杭は角溝レール先端内で20cm前後杭頭を残したところで打設を終え、角頭打設ハンマー装置は上部定位置に戻り固定する。又角溝レールを通り打設される根張り杭は前後左右の狂いもなく目標に正確に地下に打設された根張り杭は角溝レール先端内部に20cm前後残した杭頭を油圧チャックで強力に挟み固定すると同時に90度反転移動レール付き根出し棒が角溝レールの中央部分に入る。二打設工法が始まる。根出し棒尻を角頭打設ハンマー装置で強力に叩き衝撃を加えると移動レールに装着した根出し棒が地下に根張り杭内部の根張り鋼板を又根張り杭の側壁に要所要所に設けた8ヶ所の突出口から地下深部で広範囲に根張り鋼板を開放させることで木の根の原理同様に法面等の傾斜地面下では一本の根張り杭中心から広く放出された根張り鋼板で大きな摩擦抵抗等の支持力で法面等の崩落を防止しようとする根張り杭の二打設工法終了とその打設手順である。後は打設を終えた角頭打設ハンマー装置の側面の根出し棒引揚げフックで根出し棒固定アームを引っかけ移動。レールに装着した根出し棒が定位置に戻ると角溝レール内部から逆転90度反転移動レール付き根出し棒は固定アーム制御装置と電磁石開閉式根出し棒固定装置で完全に制御される。本発明の根張り杭専用法面及び垂直二打設切り替え根出し棒打設機を高所作業機のユニックアームに装着し使用する法面傾斜地面又平地への垂直打設を可能とした打設機の使用と又作業中の打設機への根張り杭の供給は別のユニックで吊り上げる電磁石杭吊り上げ供給装置で行う。又角頭レール先端側面に固定した定点カメラで画像を監視しオペレーターは安全を確認し作業が出来る方法と機構及び装置の打設機の提供である。 The device of the present invention for the stake pile and the vertical two-placement switching rooting rod driving machine of the present invention mounts a square-headed hammering device on the fall-off preventing rails on both side surfaces of one square groove rail. Although it is possible to drop heavy hammers such as monkens for vertical driving on flat ground, etc., since the slopes of slopes and sloped grounds are all different, the driving hammer device for vertical driving methods against slopes of slopes, etc. Is unusable. Therefore, a method that can be used to replace a hammer with a hydraulic cylinder or a vibration hammer of a square head driving device that can be driven against a slope or an inclined ground. Secure the grounding horizontal stabilizer under the end of the square groove rail. Also, if the two rods of the slide double rod fixed substrate connected to the hydraulic cylinder mounted on the back side of the square groove rail are mounted from under the hinged opening / closing guard at the end of the square groove rail, it becomes a hydraulic chuck device. In addition, the interlocking lever incorporated in the projection drive device of the two deformed plates in the center of the two-rod fixed board and the rooting rod with the 90-degree reversal moving rail connected to the vertical drive lever can be forward or reverse depending on the specifications. Drive repeatedly. The heavy and long rooting bar can be pressed by an electromagnetic opening and closing type rooting bar fixing device that works in conjunction with the fixed arm control device of the safety device that stops movement other than the other placement. With an automatic sensor that turns off the electromagnet power after pressing down to just before placing by the electromagnet pile falling prevention device with a roller on the side or lower part where the root pile of the double casting method is stored in the square groove rail. In the single driving method, the timber pile to be driven with the square head hammering device finishes the placement after leaving the pile head around 20 cm within the end of the square groove rail, and the square head hammering device returns to the upper fixed position. Fix it. In addition, the piercing piles that are driven through the square groove rails are accurately placed in the basement without any deviation in the front, rear, left, or right. At the same time as firmly pinching and fixing, the rooting rod with 90 ° reversal moving rail enters the central part of the square groove rail. The two-place construction method begins. If the impact is applied to the bottom of the root bar with a square-head hammering device, the root bar attached to the moving rail will be used as the base plate steel sheet inside the root pile and the side wall of the root pile. By using the steel plate widely released from the center of a single stake pile under the sloping ground such as the slope, etc. as well as the principle of the tree roots by releasing the steel plate widely in the deep underground from the eight projecting holes provided. This is the end of the two-pile construction method and its placement procedure to prevent the slopes from collapsing with a large bearing force such as frictional resistance. After that, the rooting rod fixed arm is hooked and moved by the lifting rod lifting hook on the side of the square head hammering device that has been driven. When the rooting rod attached to the rail returns to the fixed position, the rooting rod with the reverse 90 ° reversal moving rail from inside the square groove rail is completely controlled by the fixed arm control device and the electromagnet opening / closing rooting rod fixing device. The vertical piling switch and the vertical two-placing switching rooting rod driving machine of the present invention are mounted on the unic arm of an aerial work machine and used for vertical driving on sloped ground or flat ground. The use of the construction machine and the supply of the timber pile to the working construction machine are carried out by an electromagnet pile lifting and feeding device that is lifted by another unit. It also provides a method, mechanism, and device placement machine that allows the operator to monitor the image with a fixed point camera fixed to the front side of the square head rail and confirm the safety.
上記目的を達成する手段として平地面での根張り杭の二打設工法は問題はないが、法面、傾斜地面への打設は皆無であった。そこで根張り杭専用法面及び垂直二打設切り替え根出し棒打設機は小型で軽量で一貫し二打設工法を可能としたことで建設機械のユニックアームに装着し道路等から下の法面への打設作業又低い所から高い場所への打設作業が簡単に出来る又根張り杭供給方法は別途のユニックアームに電磁石杭吊り上げ供給装置で行う方法と装置。 As a means to achieve the above-mentioned purpose, there is no problem with the double-piling method of the timber pile on the flat ground, but there is no casting on the slope and the inclined ground. Therefore, the special slope for the piercing pile and the vertical two-placement switching pedestal stick placement machine are small, lightweight and consistently capable of the two-placement construction method. The method for supplying the timber pile that can be easily laid onto the surface or from a low place to a high place is a method and apparatus that uses an electromagnet pile lifting and feeding device on a separate unic arm.
上記のように構成された根張り杭専用法面及び垂直二打設切り替え根出し棒打設機は角溝レール内に収納する根張り杭の角頭打設ハンマー装置の地下への打設では前後左右に狂いはなく目標に正確に打設されることで地下震度1.5m以下での根張り鋼板が法面、傾斜地面を支えるための補助杭又災害防止杭は摩擦抵抗等の支持力の増加になる。又角溝先端に固定した定点カメラの画像をオペレーターが監視し安全を確認し作業が出来る。 The construction of the specially constructed piercing pile and the vertical piercing switch piercing rod casting machine constructed as described above is used in the underground placement of the square-headed hammering device for the piercing pile stored in the square groove rail. There are no deviations in the front, back, left and right, and the steel piles with a seismic intensity of 1.5m or less are sloped and the auxiliary piles or disaster prevention piles to support the sloped ground support the frictional resistance, etc. Increase. Also, the operator can monitor the image of the fixed point camera fixed to the tip of the square groove and confirm the safety to work.
以下、この発明の実施例を図面に基づいて説明する。1.の角溝レールの両側面に2.の脱落防止レール3.の角頭打設ハンマー装置を組み込む又側面に6.の根出し棒引揚げフックを装着、4.のワイヤーと5.の巻取り開放ワイヤーリールに角溝レールの先端下部に17.の接地水平安定板を固定する。21.の根張り杭を角溝レールに収納するレール側面又下部にローラー付きの23.の電磁石杭脱落防止装置で打設寸前まで押え後は電磁石の電源を自動センサーで切る。一打設工法では、角頭ハンマー装置で打設された根張り杭は角溝レール先端内で20cm前後杭頭を残した所で打設を終え、打設ハンマー装置は上部定位置に戻り固定する。角溝を通り打設される根張り杭は前後左右狂いもなく目標に正確に地下に打設された根張り杭。又角溝レール先端20cm前後残した杭頭を13.の油圧チャックで強力に挟み固定する。又この油圧チャックを駆動させる10.の油圧シリンダーに連結する11.のスライド二本棒固定基板の二本棒は角溝レール先端の両側の12.の蝶番付き開閉ガード部分に二本棒が入る油圧チャック開閉装置。スライド二本棒固定基板の中央に二枚の変形板の14.の突起駆動板を固定する。油圧シリンダーの伸縮で連動するスライド二本棒固定基板の二本棒で油圧チャックを開閉させ又突起駆動装置に組み入れた15.の連動レバーは16.の上下駆動レバーに連結し7.の90度反転移動レール付き根出し棒は仕様に応じ正、逆転を繰り返し駆動する装置。重く長い根出し棒は他の打設以外に動きを止める安全装置の9.の固定アーム制御装置に連動する19.の電磁石開閉式根出し棒固定装置で押える。又根張り杭、杭頭20cm前後油圧チャックで強力に挟んだ状態で90度反転移動レール付き根出し棒が角溝レール中央部分に入ると二打設工法開始である。根出し棒尻を角頭打設ハンマー装置で強力に叩き衝撃を加えると移動レールに装着した根出し棒が地下に打設した根張り杭内部に収納した根張り鋼板を根張り杭側壁の要所要所に設けた突出口8ヶ所から広範囲に突出させると二打設工法が終了となる。後は打設を終えた角頭打設ハンマー装置の側面の根出し棒引揚げフックで8.の根出し棒固定アームを引き上げる移動レールに装着した根出し棒は定位置に戻ると逆転し角溝レール内部から90度反転され出ると固定アーム制御装置と電磁石開閉式根出し棒固定装置で完全に制御する。この根張り杭の二打設工法を自動的に法面及び傾斜地面に又垂直地面下に根張り鋼板を突出させる装置と工法の打設機を高所作業機の20.のユニックアームに装着、又上向き装着と下向き装着は可能で角溝レール先端下部固定の17.の接地水平安定板を使用すると法面等への打設は安定する。別のユニックで吊り上げる22.の電磁石杭吊り上げ供給装置。18.の定点カメラで画像を監視しオペレーターは安全を確認し作業が出来る、方法と装置の提供である
Embodiments of the present invention will be described below with reference to the drawings. 1. 1. On both sides of the
1.角溝レール
2.脱落防止レール
3.角頭打設ハンマー装置
4.ワイヤー
5.巻取り、開放ワイヤーリール
6.根出し棒引揚げフック
7.90度反転移動レール付き根出し棒
8.根出し棒固定アーム
9.固定アーム制御装置
10.油圧シリンダー
11.スライド二本棒固定基板
12.蝶番付き開閉ガード
13.油圧チャック
14.突起駆動装置
15.連動レバー
16.上下駆動レバー
17.接地水平安定板
18.定点カメラ
19.電磁石開閉式根出し棒固定装置
20.ユニックアーム
21.根張り杭
22.電磁石杭吊り上げ供給装置
23.電磁石杭脱落防止装置
1.
Ten. Hydraulic cylinder
11. Slide two-bar fixed board
12. Opening / closing guard with hinge
13. Hydraulic chuck
14. Projection drive device
15. Interlocking lever
16. Vertical drive lever
17. Grounding horizontal stabilizer
18. Fixed point camera
19. Electromagnet opening and closing type root stick fixing device
20. Unic arm
twenty one. Piercing pile
twenty two. Electromagnetic pile lifting and feeding device
twenty three. Electromagnetic pile dropout prevention device
Claims (3)
The left and right hydraulic chucks to be operated next are placed in the basement after the pile heads in the square groove rails are left behind about 20 cm with the square head hammering device. The front and rear pile heads are firmly clamped and fixed at the same time. The rooting rod with 90 ° reversal moving rail stops at the center of the square groove rail. A steel plate stored in a steel pile piled in the basement with a rooting rod attached to the rail is opened to a wide range of deep steel plates in the deep underground from the eight protrusions on the side walls of the steel pile. When the anchoring rod fixing arm part inside the anchoring pile is hooked with the anchoring rod lifting hook attached to the square head hammering device and the anchoring rod is returned to the fixed position, the hydraulic chuck is anchored. Remove the rod head, reverse it and reverse 90 degrees Roots out bar with rails pressed by electromagnet off the roots out rod fixing device in conjunction with a fixed arm control device also includes corner plateau setting hammer device apparatus and method which is secured in place.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2005240667A JP2007056479A (en) | 2005-08-23 | 2005-08-23 | Slope only for rooting pile, and perpendicular double-driving switching rooting bar driving machine |
Applications Claiming Priority (1)
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JP2005240667A JP2007056479A (en) | 2005-08-23 | 2005-08-23 | Slope only for rooting pile, and perpendicular double-driving switching rooting bar driving machine |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101139837B (en) * | 2007-08-02 | 2010-05-26 | 夏良站 | Construction plant for tree-root shaped pile |
WO2012149670A1 (en) * | 2011-04-30 | 2012-11-08 | 安徽省高速公路控股集团有限公司 | Construction method for root-type foundation anchorage and bored, root-type cast in-situ pile with anchor bolts |
CN103225301A (en) * | 2013-04-03 | 2013-07-31 | 中交路桥华南工程有限公司 | Root key pushing device suitable for root type tubular pile foundation |
CN110528556A (en) * | 2019-08-13 | 2019-12-03 | 北京工业大学 | A kind of novel foundation and construction method based on root system bionic |
-
2005
- 2005-08-23 JP JP2005240667A patent/JP2007056479A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101139837B (en) * | 2007-08-02 | 2010-05-26 | 夏良站 | Construction plant for tree-root shaped pile |
WO2012149670A1 (en) * | 2011-04-30 | 2012-11-08 | 安徽省高速公路控股集团有限公司 | Construction method for root-type foundation anchorage and bored, root-type cast in-situ pile with anchor bolts |
CN103225301A (en) * | 2013-04-03 | 2013-07-31 | 中交路桥华南工程有限公司 | Root key pushing device suitable for root type tubular pile foundation |
CN103225301B (en) * | 2013-04-03 | 2015-03-18 | 中交路桥华南工程有限公司 | Root key pushing device suitable for root type tubular pile foundation |
CN110528556A (en) * | 2019-08-13 | 2019-12-03 | 北京工业大学 | A kind of novel foundation and construction method based on root system bionic |
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