JPS587026A - Driving method for metal pile - Google Patents
Driving method for metal pileInfo
- Publication number
- JPS587026A JPS587026A JP10612081A JP10612081A JPS587026A JP S587026 A JPS587026 A JP S587026A JP 10612081 A JP10612081 A JP 10612081A JP 10612081 A JP10612081 A JP 10612081A JP S587026 A JPS587026 A JP S587026A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- fluid
- steel pipe
- filled
- driving
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【発明の詳細な説明】 この発明は金属製パイルのくい打法に関する。[Detailed description of the invention] This invention relates to a method for driving metal piles.
従来、金属製パイルたとえば鋼管パイルからなるくい体
を地中に打ち込むには、高能率でしかも取扱いが簡便、
安価という点に注目し、くい打機により鋼管パイルに打
撃力などの打ち込み力を付与している。ところが、鋼管
パイルのような金属製パイルは、コンク17−)パイル
に比し、mmm動系としての固有振動数が高いこと、及
び振動のQが高いことから、くい打機にて打ち込み力を
付与したとき、コンクリートパイルに比べて大きな騒音
を発する結果、建屋の密集地、学校や病院のある地域で
はその使用が制限されたり、あるいは時間的な規制を受
けるなどといった欠点がある。Conventionally, in order to drive pile bodies made of metal piles, such as steel pipe piles, into the ground, there was a method that was highly efficient and easy to handle.
Focusing on the fact that it is inexpensive, the pile driving machine applies driving force such as impact force to the steel pipe pile. However, metal piles such as steel pipe piles have a higher natural frequency as a mm dynamic system and a higher Q of vibration than concrete piles, so it is difficult to apply driving force with a pile driver. When applied, they emit more noise than concrete piles, resulting in their use being restricted in areas with dense buildings, schools, and hospitals, or subject to time restrictions.
この発明は上述の奉納に鑑み、金属製パイル中に流動体
を充填した状態で、前記金属製パイルに打ち込み力を付
与することによ秒、打ち込み時における騒音の低減を図
ったものである。In view of the above-mentioned dedication, this invention aims to reduce the noise during driving by applying driving force to the metal pile in a state where the metal pile is filled with a fluid.
以下この発明の一実施例を図に基いて説明すると、1は
金属製パイルである鋼管パイル2に打撃力などの打ち込
み力をハンマ11を介して付与するくい打機である。3
は前記鋼管パイル2内に充填された流動体で、この流動
体3は水、砂、土砂、砂利、小石、土、瓦礫などが利用
されゐ、4は必要に応じて設けられる底板で、たとえば
弾力性を有し、前記鋼管バイル2内)二はめ込まれて流
動体3、特に水が激しく地中に漏れないよう作用する。An embodiment of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a pile driving machine that applies driving force such as impact force to a steel pipe pile 2, which is a metal pile, through a hammer 11. 3
is a fluid filled in the steel pipe pile 2; this fluid 3 is made of water, sand, earth and sand, gravel, pebbles, soil, rubble, etc.; 4 is a bottom plate provided as necessary; for example, It has elasticity and is fitted into the steel pipe vile 2 to prevent the fluid 3, especially water, from leaking into the ground.
又、この底84は、鋼管パイル2の打ち込みに応じて鋼
管バイル2内の地盤の押し上げによ秒願次容易に上部へ
ずれていくことができる。前記鋼管バイル2の上部すな
わちハンマ11が直接接触する近傍には、必要に応じて
鋼管バイル2内に充填した流動体3が、打ち込み時に流
出するのに都合がよいように孔21あるいは切欠22が
設けられる。又、このように鋼管バイル2に加工を施こ
す代りに、たとえばハンマ11と銅管バイル2との間に
補助具を設け、あるいはハンマ11の形状を考慮するな
どの手段をもって、打ち込み時に鋼管バイル2内の流動
体3が打ち込み蓋に応じて流出するようにしてもよいの
は勿論である。In addition, this bottom 84 can easily shift upward in seconds as the ground within the steel pipe pile 2 is pushed up as the steel pipe pile 2 is driven. A hole 21 or a notch 22 is provided in the upper part of the steel pipe pile 2, that is, in the vicinity where the hammer 11 directly contacts, as necessary, so that the fluid 3 filled in the steel pipe pile 2 can flow out during driving. provided. In addition, instead of processing the steel pipe pile 2 in this way, for example, by providing an auxiliary tool between the hammer 11 and the copper pipe pile 2, or by considering the shape of the hammer 11, it is possible to It goes without saying that the fluid 3 in the container 2 may flow out depending on the injection lid.
しかして、この発明により鋼管バイル2を地中に打ち込
むには、鋼管バイル2を所定位置にセットシ、鋼管バイ
ル2の上部より流動体5を充填する。しかる後、くい打
機1によ抄鋼管バイル2の1部を従来と同様の方法によ
り打撃すればよい。Therefore, in order to drive the steel pipe pile 2 into the ground according to the present invention, the steel pipe pile 2 is set at a predetermined position, and the fluid 5 is filled from the upper part of the steel pipe pile 2. Thereafter, a portion of the steel pipe pile 2 may be struck by the pile driving machine 1 in the same manner as in the conventional method.
このように鋼管バイル2を打撃しても、鋼管バイル2中
には流動体6が充填されているので、鋼管バイル2の振
動の損失は非常に大きくなり、ひびきの少ない振動系と
なり、鋼管パイプ2からの騒音が低減できる。Even if the steel pipe bile 2 is hit in this way, since the steel pipe bile 2 is filled with the fluid 6, the loss of vibration of the steel pipe bail 2 will be very large, resulting in a vibration system with little sound, and the steel pipe Noise from 2 can be reduced.
以上詳述の通し、この発明によればきわめて簡単な構成
により、しかも安価に金M4製バイルの打撃時における
と)びきを低減でき、この種くい打法の低騒音化を図る
ことができる。As described in detail above, according to the present invention, it is possible to reduce the vibration when hitting a gold M4 bail with an extremely simple structure and at low cost, and it is possible to reduce noise in this type of pile hitting method.
嬉1図はこの発明の一実施例を説明するための概略構成
図、第2図及び第6図はそれぞれ異なる鋼管バイルの上
部4分を示す概略図である。
1:くい打機、2:金WHバイル(鋼管バイルχ6:流
動体、4:底板。
特許出願人
日新電機株式会社Figure 1 is a schematic configuration diagram for explaining one embodiment of the present invention, and Figures 2 and 6 are schematic diagrams showing the upper quarters of different steel pipe piles, respectively. 1: Pile driver, 2: Gold WH bail (steel pipe bail χ6: fluid, 4: bottom plate. Patent applicant Nissin Electric Co., Ltd.
Claims (3)
前記金属製パイルに打ち込み力を付与してなる金属製パ
イルのくい打法。(1) With a metal pile filled with fluid,
A method for driving metal piles by applying driving force to the metal piles.
属製パイルのくい打法。(2) A method for driving metal piles according to claim 1, wherein the moving object is water.
の範囲第1項記載の金属製パイルのくい打法。(3) The method for driving metal piles according to claim 1, wherein the fi moving body is a mixture of earth and sand and water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10612081A JPS587026A (en) | 1981-07-06 | 1981-07-06 | Driving method for metal pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10612081A JPS587026A (en) | 1981-07-06 | 1981-07-06 | Driving method for metal pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS587026A true JPS587026A (en) | 1983-01-14 |
Family
ID=14425578
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10612081A Pending JPS587026A (en) | 1981-07-06 | 1981-07-06 | Driving method for metal pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS587026A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62142152U (en) * | 1986-03-04 | 1987-09-08 | ||
WO2011137507A1 (en) * | 2010-05-01 | 2011-11-10 | North American Pile Driving Inc. | Method and apparatus for ground improvement using compacted aggregate columns |
-
1981
- 1981-07-06 JP JP10612081A patent/JPS587026A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62142152U (en) * | 1986-03-04 | 1987-09-08 | ||
WO2011137507A1 (en) * | 2010-05-01 | 2011-11-10 | North American Pile Driving Inc. | Method and apparatus for ground improvement using compacted aggregate columns |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS587026A (en) | Driving method for metal pile | |
JPH07317052A (en) | Method of dynamic injection construction for foundation improvement | |
GB2349395B (en) | Guide wall structure and use thereof in joining a capping beam across a plurality of piles | |
CN210766713U (en) | Hand-held type battering ram | |
JP2905129B2 (en) | Ground improvement method | |
JP3113060B2 (en) | Pile burial method | |
JPH09132916A (en) | Solidifying agent pressedly filling method using friction joint pile | |
JP3084498B2 (en) | Steel pipe pile head treatment method | |
JP3224894B2 (en) | Ground improvement method | |
JP2002097657A (en) | Power shovel having bucket with vibrating rolling plate | |
JPH10317424A (en) | Removing method and device of obstacle in underground | |
JPH02209518A (en) | Method for insertion of ground foundation modifying material | |
WO1995008674A1 (en) | Piling bell | |
JPS6282118A (en) | Driving construction for hollow pile | |
JPS61229016A (en) | Method and device for burying reinforcing cage in ground improving method | |
JPS5826109A (en) | Compaction work for soft ground | |
JPH11117280A (en) | Compacting device and compacting construction method using this device | |
JPS58189419A (en) | Attachment for pile driving | |
JPH0735553U (en) | Dou bucket for embankment slope formation | |
JPH0518970B2 (en) | ||
JP3078321U (en) | Pile driver | |
JPS5858326A (en) | Driving of negative friction force-reducing pile | |
JPH10311031A (en) | Steel sheet pile driving method and guide device for auger drilled hole | |
JPH0629511B2 (en) | Sheet pile driving construction method | |
JPH03161612A (en) | Technique and device for reinforcing soil |