JPS60195225A - Hammer for driving pile - Google Patents

Hammer for driving pile

Info

Publication number
JPS60195225A
JPS60195225A JP4991684A JP4991684A JPS60195225A JP S60195225 A JPS60195225 A JP S60195225A JP 4991684 A JP4991684 A JP 4991684A JP 4991684 A JP4991684 A JP 4991684A JP S60195225 A JPS60195225 A JP S60195225A
Authority
JP
Japan
Prior art keywords
pile
hammer
housing part
pile driving
driving hammer
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.)
Granted
Application number
JP4991684A
Other languages
Japanese (ja)
Other versions
JPH0463931B2 (en
Inventor
Eimatsu Kaido
海渡 栄松
Sadao Nishikawa
西川 貞雄
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.)
Mitani Sekisan Co Ltd
Original Assignee
Mitani Sekisan Co 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 Mitani Sekisan Co Ltd filed Critical Mitani Sekisan Co Ltd
Priority to JP4991684A priority Critical patent/JPS60195225A/en
Publication of JPS60195225A publication Critical patent/JPS60195225A/en
Publication of JPH0463931B2 publication Critical patent/JPH0463931B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • E02D7/08Drop drivers with free-falling hammer

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

PURPOSE:To reduce noise during the pile driving period by using a hammer whose upper and lower parts are closed, having a housing part made up of a plate lower part, a soft surrounding wall and filled with a fluidized solid. CONSTITUTION:A hammer for driving pile is made up by packing 8-10 tons of steel balls 4 of a size of about 1cm, whose peripheries are coated with an oil, as fluidized solids into a housing part 3 formed by connecting a steel bottom plate with a surrounding wall 2 made of reinforcing steel bars and an upper plate. The upper part of the housing part 3 is connected to a hanging wire 5 and lifted up to a given height, and the housing part 3 is dropped to strike the pile head 6. Since the steel balls 4 are slidably moved to the direction of arrows 7 during the striking period and the impact force of the striking is absorbed, the occurrence of noise can be reduced.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、コンクリートパイルその他の杭を打設する
際に用いる杭打用ハンマーに関するものであって、建築
及び土木の分野において利用されるものである。
[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a pile driving hammer used when driving concrete piles and other piles, and is used in the fields of architecture and civil engineering. It is.

(発明の目的) この発明の杭打用ハンマーは、杭打時の騒音を低減させ
ることを目的としたものである。
(Object of the Invention) The pile driving hammer of the present invention is intended to reduce noise during pile driving.

(従来の技術) 従来杭打用のハンマーとしては、8トン程度の鋼塊(モ
ンケン)が用いられている。しかしながら、従来のハン
マーにおいては、杭頭を打撃した際の衝撃が吸収されず
、大きな衝撃音が発生する為、騒音公害の原因となって
いた。
(Prior Art) Conventionally, a steel ingot (monken) of about 8 tons is used as a hammer for pile driving. However, with conventional hammers, the impact when hitting the pile head is not absorbed and a large impact sound is generated, causing noise pollution.

(発明の構成) この発明の杭打用ハンマーは、上下を閉塞し、底を板体
とし、周壁を柔軟材とした収容体内に、流動固形物を装
入して構成されている。
(Structure of the Invention) The pile driving hammer of the present invention is constructed by charging a fluid solid material into a container whose top and bottom are closed, whose bottom is a plate, and whose peripheral wall is made of a flexible material.

前記板体は十分な強度、耐久性のある材質、通常は鋼板
が用いられ、前記杭打板に柔軟材製の周壁を連設して収
容体を構成する。前記柔軟材は、変形可能に編成された
網又は布を用い、ピストンによる加圧を行う場合は上部
も板体で閉塞する。
The plate body is made of a material with sufficient strength and durability, usually a steel plate, and a peripheral wall made of a flexible material is connected to the piling plate to constitute the container. As the flexible material, a deformably knitted net or cloth is used, and when pressure is applied by a piston, the upper part is also closed with a plate.

前記流動固形物は、大きさを問わないのであって、粉体
ないし大塊を用いることができ、またその形状は球体の
地条面体とすることもできるが、実用上1CIIlない
し数cm径の球体が適当である。また、材質としては鋼
が一般的であるが、その他の大比重の材質であれば用い
ることができる。
The size of the fluidized solid does not matter, and it can be a powder or a large lump, and its shape can also be a spherical shape, but in practice it can be of a diameter of 1 cm to several cm. A sphere is suitable. Further, although steel is generally used as the material, any other material with a large specific gravity can be used.

前記流動固形物の総重量は、適宜選択して定めるものと
するが、杭に所定の衝撃力を与える必要上通常81〜ン
以上は必要であろう。尚、流動固形物は、杭打時の衝撃
を吸収する必要上、2個以上とする。また流動固形物の
装入量は収容体の内容積の50%ないし100%程度が
適当である。
The total weight of the fluidized solids shall be selected and determined as appropriate, but it will normally be required to be at least 81 mm in order to apply a predetermined impact force to the pile. Note that two or more fluid solids are required to absorb the impact during pile driving. Further, the amount of fluidized solid to be charged is suitably about 50% to 100% of the internal volume of the container.

この発明の杭打用ハンマーは、抗頭の打撃時に収容体が
幅方向にl膨大変形するが、その際に流動固形物が滑り
移動容易となるよう、流動固形物外周に油をイ」着して
おくことが望ましい。
In the pile driving hammer of the present invention, oil is applied to the outer periphery of the fluid solid so that the container expands and deforms in the width direction when the pile head is hit, so that the fluid solid can easily slide and move. It is desirable to keep it.

(発明の作用) この発明の杭打用ハンマーは、従来のモンケンと同様、
ワイヤーで吊り上げた後、急速落下させることにより、
又ルまピストンに連結して杭頭を打撃して杭を埋設する
ものである。ここで、打撃時の衝撃力は流動固形物の移
動によって吸収されるので騒音は低下する。更に収容体
が変形すれば、流動固形物の移動量が増して衝撃力はよ
り吸収されるので、騒音は一層低下する。
(Action of the invention) The pile driving hammer of this invention is similar to the conventional MONKEN,
By hoisting it up with a wire and then dropping it rapidly,
It connects to a piston and hits the pile head to bury the pile. Here, since the impact force at the time of impact is absorbed by the movement of the fluid solid, the noise is reduced. Furthermore, if the container is deformed, the amount of movement of the fluid solids increases and the impact force is absorbed more, so that the noise is further reduced.

(実施例1) 以下この発明の実施例を図面に基いて説明する。(Example 1) Embodiments of the present invention will be described below with reference to the drawings.

鋼製の底板1に鉄筋w4製の周壁2及び上板を連設して
構成された収容体3内に流動固形物として周面に油が付
着された1ca+径程度の鋼球4を8トンないし10t
−ン程度装入してこの発明の杭打用ハンマーが構成され
ている。前記収容体3は装入された鋼球4が容積のほぼ
100%となる大きさとしてあり、前記鉄筋網は伸縮変
形可能に編成しである。
8 tons of steel balls 4 having a diameter of about 1 ca + diameter and having oil attached to the circumferential surface as a fluid solid are placed in a container 3 consisting of a bottom plate 1 made of steel, a peripheral wall 2 made of reinforcing steel W4, and a top plate connected to each other. or 10t
The pile driving hammer of the present invention is constructed by charging approximately 1. The container 3 has a size such that the loaded steel balls 4 occupy almost 100% of its volume, and the reinforcing bar net is arranged to be expandable and deformable.

次に上記実施例に示す杭打用ハンマーの作用、効果を説
明する。
Next, the functions and effects of the pile driving hammer shown in the above embodiment will be explained.

収容体3の上部を吊り上用ワイヤー5に連結し所定高さ
まで吊り上げた後、通常の要領で急速落下させて杭頭6
を打撃する。打撃時において、収容体3内の鋼球4は矢
示7方向へ滑り移動し、打撃時の衝撃ツノは吸収される
。然して従来のモンケンに比較して、騒音の発生は低減
する。
After connecting the upper part of the container 3 to the lifting wire 5 and lifting it up to a predetermined height, it is rapidly dropped in the usual manner to reach the pile cap 6.
to hit. At the time of impact, the steel ball 4 within the container 3 slides in the direction of arrow 7, and the impact horn at the time of impact is absorbed. However, noise generation is reduced compared to conventional Monken.

上記実施例によれば、鋼球4の装入量を収容体3の内容
積のほぼ100%としたので、打撃時において鋼球4が
跳ね上がることがなく、打撃効率の低下を可及的に防止
することができる。尚、この場合にa3いても、モンケ
ンと同様の条件で用いた場合、打撃効率は20%程度低
下するが、重量を増大さけたり又は高所から落下するこ
とによりカバーすることができる。
According to the above embodiment, since the amount of steel balls 4 charged is approximately 100% of the internal volume of the container 3, the steel balls 4 do not jump up during impact, and the decrease in impact efficiency is minimized. It can be prevented. In this case, even if A3 is used, the hitting efficiency will decrease by about 20% when used under the same conditions as Monken, but this can be compensated for by avoiding an increase in weight or by falling from a high place.

(実施例2) 次に第3図に示づ′実施例は、上下板8.9間に弾性変
形可能な支柱10を複数本介設する共に、その外側を布
(例えばズック)11で被覆して収容体とし、内部に鋼
球4を装入したものである。
(Embodiment 2) Next, in the embodiment shown in FIG. 3, a plurality of elastically deformable columns 10 are interposed between the upper and lower plates 8 and 9, and the outside thereof is covered with cloth (for example, canvas) 11. It is used as a container, and steel balls 4 are charged inside.

この実施例に示す杭打用ハンマーは、ピストンロッド1
2に連結して使用するのに適しており、鋼球4の装入量
を50%〜80%とすれば、ピストンロッド12の加圧
による衝撃圧と、鋼球4の落下による静圧とにより、杭
に下向ぎの力を与えることができる。
The pile driving hammer shown in this embodiment has a piston rod 1
2, and if the charged amount of steel balls 4 is 50% to 80%, the impact pressure due to the pressurization of the piston rod 12 and the static pressure due to the falling of the steel balls 4 will be reduced. This allows a downward force to be applied to the pile.

尚、この実施例においても、鎖線のように変形すること
、実施例1と同様である。
Note that this embodiment is also similar to the first embodiment in that it is deformed as shown by the chain line.

(発明の効果) この発明よれば、底を板体とし、周壁を柔軟材とした収
容体内に流動固形物を装入して杭打用ハンマーとしたの
で、打撃時の衝撃力が固形物の移動によって吸収され、
騒音が低減する効果がある。
(Effects of the Invention) According to the present invention, a pile driving hammer is created by charging a fluid solid material into a housing whose bottom is a plate and whose peripheral wall is a flexible material. absorbed by movement,
It has the effect of reducing noise.

、4、図面の簡単な説明 第1図はこの発明実施例の網および鋼球の一部を省略し
た正面図、第2図は同じく打撃時の網および鋼球の一部
を省略した正面図、第3図は同じく他の実施例の一部を
破切した正面図である。
, 4. Brief description of the drawings Figure 1 is a front view of an embodiment of the present invention with some of the nets and steel balls omitted, and Figure 2 is a front view of the embodiment of the invention with some of the nets and steel balls omitted as well. , FIG. 3 is a partially cutaway front view of another embodiment.

1・・・底 板 2・・・周 壁 3・・・収容体 4・・・鋼 球 第1図 第2図 第3図1... Bottom plate 2... Surrounding wall 3... Container 4... Steel ball Figure 1 Figure 2 Figure 3

Claims (1)

【特許請求の範囲】 1 上下を閉塞し、下端を板体とし、周囲壁を柔軟材と
した収容体内に、流動固形物を装入してなる杭打用ハン
マー 2 柔軟材は、網又は布とした特許請求の範囲第1項記
載の杭打用ハンマー 3 流動固形物は、粉体又は球体とした特許請求の範囲
第1項記載の杭打用ハンマー 4 流動固形物の数は、2個以上とした特許請求の範囲
第1項記載の杭打用ハンマー 5 流動物の装入mは、収容体の容積の50%ないし1
00%とした特許請求の範囲第1項記載の杭打用ハンマ
ー 6 流動固形物は、球体の外周に油を付着させたものと
しl〔特許請求の範囲第1項記載の杭打用ハンマー
[Scope of Claims] 1. A pile-driving hammer formed by charging a fluid solid material into a container whose upper and lower ends are closed, whose lower end is a plate, and whose surrounding wall is made of a flexible material. 2. The flexible material is a net or cloth. Pile driving hammer 3 according to claim 1, in which the fluid solids are powder or spheres. Pile driving hammer 4 according to claim 1, wherein the fluid solids are powder or spheres. The number of fluid solids is two or more. Pile driving hammer 5 according to claim 1, wherein the charging m of the fluid is 50% to 1 of the volume of the container.
00% Pile driving hammer 6 according to claim 1 The fluid solid is a sphere with oil attached to the outer periphery [Pile driving hammer according to claim 1]
JP4991684A 1984-03-15 1984-03-15 Hammer for driving pile Granted JPS60195225A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4991684A JPS60195225A (en) 1984-03-15 1984-03-15 Hammer for driving pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4991684A JPS60195225A (en) 1984-03-15 1984-03-15 Hammer for driving pile

Publications (2)

Publication Number Publication Date
JPS60195225A true JPS60195225A (en) 1985-10-03
JPH0463931B2 JPH0463931B2 (en) 1992-10-13

Family

ID=12844333

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4991684A Granted JPS60195225A (en) 1984-03-15 1984-03-15 Hammer for driving pile

Country Status (1)

Country Link
JP (1) JPS60195225A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5156060A (en) * 1990-08-20 1992-10-20 Nissan Motor Co., Ltd. Shift lever control device
US5156061A (en) * 1990-01-10 1992-10-20 Nissan Motor Co., Ltd. Shift device for automotive automatic transmission
US5187998A (en) * 1990-03-22 1993-02-23 Fuji Kiko Co., Ltd. Shift lever for automatic transmission

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5156061A (en) * 1990-01-10 1992-10-20 Nissan Motor Co., Ltd. Shift device for automotive automatic transmission
US5187998A (en) * 1990-03-22 1993-02-23 Fuji Kiko Co., Ltd. Shift lever for automatic transmission
US5156060A (en) * 1990-08-20 1992-10-20 Nissan Motor Co., Ltd. Shift lever control device

Also Published As

Publication number Publication date
JPH0463931B2 (en) 1992-10-13

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