JPS6282118A - Driving construction for hollow pile - Google Patents
Driving construction for hollow pileInfo
- Publication number
- JPS6282118A JPS6282118A JP22164185A JP22164185A JPS6282118A JP S6282118 A JPS6282118 A JP S6282118A JP 22164185 A JP22164185 A JP 22164185A JP 22164185 A JP22164185 A JP 22164185A JP S6282118 A JPS6282118 A JP S6282118A
- Authority
- JP
- Japan
- Prior art keywords
- hollow pile
- hammer
- pile
- ram hammer
- hollow
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は建築現場で施工さhるパイル打設、特に中空パ
イル打設工法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to pile driving performed at a construction site, particularly to a hollow pile driving method.
従来のパイル打設工事においては、ディーゼルパイル・
・ンマーや振動式杭打ち機等を使用してパイルの基端に
衝撃を与えてパイルを打設する方法や連続的な振動を与
えてパイルを打設する方法等があった。In conventional pile driving work, diesel pile
・There were methods of driving piles by applying impact to the base end of the pile using a hammer or vibrating pile driver, and methods of driving piles by applying continuous vibration.
しかしながら、この従来のパイルに衝撃を与えて打設す
る方法では、パイルにラムハンマが衝突する際の打撃音
や衝撃による振動等が付近に伝播するし、又振動を与え
ながらパイルを打ち込む方法では、常に小さな振動が伝
播して不快感等を生じ、布中の狭い場所等の使用は付近
の迷惑になり、又、パイルが衝撃により破損する場合が
あり、管理が大変であるという問題があった。However, with this conventional method of driving piles by applying impact, the sound of impact and vibrations caused by the impact when the ram hammer collides with the pile propagate to the vicinity, and with the method of driving piles while applying vibrations, There were problems in that small vibrations were constantly propagated, causing discomfort, etc., and using the fabric in narrow spaces was a nuisance to nearby people, and the pile could be damaged by impact, making management difficult. .
を問題、鰺、上醇礒するためQ斗肢〕
八本発明は従来0この問題点を解決するためになされた
もので、その目的とするところはパイル打設時の打撃音
や振動を外部に伝播させずかつパイル破損を防止するパ
イルの打設工法を提供することにあり、そのための技術
的手段として本発明ではあらかじめ地中に穿設した挿入
穴に先端キャップを着脱自在に取付けた中空パイルを挿
入し、中空パイル本体の貫通穴に同中空パイル本体の全
長より適宜長くしたラムハンマを挿入し、該ラムハンマ
の上部には中空パイル本体を打設するヘッドハンマを設
け、同へラドハンマと中空パイルの間にはクッション材
を挿入し、前記ラムハンマで先端キャップを地中で打ち
込んで中空パイル本体から離脱させて適宜隙間を生じさ
せ、同先端キャップで挿入穴を延設すると共に前記へラ
ドハンマでクッション材を介して中空パイル本体を打設
し、低振動かつ低騒音で所要深さまでパイルを挿入する
ようにした。This invention was made in order to solve this problem, and its purpose is to reduce the impact noise and vibrations during pile driving from outside. The purpose of the present invention is to provide a pile driving method that prevents damage from spreading and prevents pile damage, and as a technical means for this purpose, the present invention provides a hollow structure in which a tip cap is removably attached to an insertion hole previously drilled in the ground. A pile is inserted, a ram hammer whose length is suitably longer than the overall length of the hollow pile body is inserted into the through hole of the hollow pile body, a head hammer for driving the hollow pile body is provided on the top of the ram hammer, and a ram hammer and a hollow A cushioning material is inserted between the piles, and the end cap is driven into the ground with the ram hammer to separate it from the hollow pile body to create an appropriate gap.The end cap is used to extend the insertion hole, and the ram hammer is used to extend the insertion hole. The hollow pile body is placed through a cushioning material, and the pile can be inserted to the required depth with low vibration and noise.
従って、本発明では、中空パイル本体より適宜長くラム
ハンマを形成し、該ラムハンマを中空パイルの貫通穴に
挿入して先端キャップを打ち込んて中空パイル本体から
先端キャップを適当間隔離脱させて挿入穴を延設する。Therefore, in the present invention, the ram hammer is formed to be appropriately longer than the hollow pile body, the ram hammer is inserted into the through hole of the hollow pile, the tip cap is driven in, and the tip cap is separated from the hollow pile body by an appropriate distance to extend the insertion hole. Set up
そしてヘッドハンマで中空パイル本体の基端をクッショ
ン材を介して打ち込むと前記先端キャップの打ち込みで
延設された挿入大分打設される。この2っの打込作業を
同時に繰り返して中空パイルを所定長さ打設する。この
打ち込み作業で先端キャップは地中で打ち込まれるため
打撃音は地中で吸収され、又中空パイルの打ち込みはク
ッション材を介して行なわれるので衝撃は吸収され振動
等が外部に伝わらず静かにパイルの打設を行なうことが
できる。Then, when the base end of the hollow pile main body is driven with a head hammer through the cushioning material, the extended insertion portion is driven by driving the tip end cap. These two driving operations are repeated simultaneously to drive the hollow pile to a predetermined length. During this driving process, the tip cap is driven into the ground, so the sound of the impact is absorbed underground. Also, since the hollow pile is driven through the cushioning material, the impact is absorbed and vibrations are not transmitted to the outside, allowing the pile to be built quietly. Pouring can be carried out.
又、パイル打設時はクッションを介して行なうので#撃
でパイルが破損するということがなくなった。In addition, since the pile is placed through a cushion, the pile will not be damaged by # strikes.
以下本発明の実施例を図面に示して説明する。 Embodiments of the present invention will be described below with reference to the drawings.
本実施例の中空パイル打設工法に使用する中空パイル(
1)は、中空パイル本体(2)、先端キャップ(3)に
より構成される。又、(4)はラムハンマ、(5)はへ
ラドハンマ、(6)はクッション材である。The hollow pile used in the hollow pile driving method of this example (
1) is composed of a hollow pile body (2) and a tip cap (3). Further, (4) is a ram hammer, (5) is a helad hammer, and (6) is a cushion material.
前記中空パイル本体(2)は貫通穴(7)を有し、先端
(8)には鋼板で円錐形に形成された先端キャップ(3
)を着脱自在に冠着し、基端(9)をヘッドハンマ(5
)による打撃面としている。The hollow pile body (2) has a through hole (7), and the tip (8) is provided with a tip cap (3) formed in a conical shape from a steel plate.
) is removably attached, and the proximal end (9) is attached with a head hammer (5
) is used as the hitting surface.
又、前記ラムハンマf4)は上部にヘッドハンマ+5)
を設け、上端にはクレーン吊上用のピース(11が設け
られ、ラムハンマ基端(ll)を先端キャップ(3)の
打撃面としている。このラムハンマ(4)はクッション
材(6)をヘッドハンマ(5)と中空パイル本体(2)
の基端(9)とでサンドイッチ状に装着して貫通穴(7
)に挿入し、ラムハンマ基端(11)を先端キャップ(
3)に当接しタトキヘッドハンマf51 七タゾシコン
材+61 、k kこけ隙間間隔(L)が設けられてい
る。Also, the ram hammer f4) has a head hammer +5) on the top.
A crane lifting piece (11) is provided at the upper end, and the base end (ll) of the ram hammer is used as the striking surface of the tip cap (3). (5) and hollow pile body (2)
and the base end (9) of the through hole (7).
) and insert the ram hammer base end (11) into the tip cap (
3) A contact head hammer f51 is provided with a moss gap interval (L).
尚、(1乃は挿入穴、(+騰はラムハンマ吊土用ワイヤ
ロープである。又、クッション材(6)はウレタンラバ
ー等でドーナツ状に形成されヘッドハンマ(5)カらワ
イヤロープ(14で保持されている。In addition, (1) is the insertion hole, (+ is the wire rope for lifting earth with a ram hammer. Also, the cushioning material (6) is formed into a donut shape from urethane rubber, etc., and the wire rope (14) is inserted from the head hammer (5). is held in
本実施例の中空パイル(1)は先端キャップ(3)を冠
着し、あらかじめアースオーガーで穿設した挿入穴(1
乃に先端キャップ(3)側から挿入される。そしてクッ
ション材(6)をラムハンマ(4)に挿通し、これを前
記[:]中空パイル1)の貫通穴(7)に挿入し、ラム
ハンマ(4)を一定高さから落下してラムハンマ基端(
11)を先端キャップ(3)に追突させる。これを繰り
返すと、先端キャップ(3)はへラドハンマ(5)がク
ッション材(6)と当接するまで、すなわちヘッドハン
マ(5)とクツ/−17材(6)との隙間間隔(L)が
零となるまで打ち進められる。この隙間間隔(L)が零
となったとぎ、すなわちヘッドハンマ(5)がクッショ
ン材(6)と当接したとき、先端キャップ(3)と中空
パイル本体(2)の先端(8)とには隙間間隔(L)が
形成される。そしてこのまま打設を続けるが先端キャッ
プ(3)は地中で打撃されて打撃音が地上まで伝わらず
、静かに挿入穴(12を延設していく。又、中空パイル
mは基端(9)をクツ/ジン材(6)を介してヘッドハ
ンマ(5)で打撃するだけで挿入される。従ってヘッド
ハンマ(5)による衝撃はクツ/ジン材(6) ニよっ
て吸収されて振動が外部まで伝わらない。The hollow pile (1) of this example is fitted with a tip cap (3) and has an insertion hole (1) drilled in advance with an earth auger.
It is inserted into the tip from the tip cap (3) side. Then, insert the cushioning material (6) into the ram hammer (4), insert it into the through hole (7) of the hollow pile 1), drop the ram hammer (4) from a certain height, and drop the ram hammer (4) to the base of the ram hammer. (
11) and collide with the tip cap (3). By repeating this, the tip cap (3) is fixed until the head hammer (5) comes into contact with the cushion material (6), that is, the gap distance (L) between the head hammer (5) and the shoe/-17 material (6) is It continues to be driven until it reaches zero. When this gap interval (L) becomes zero, that is, when the head hammer (5) comes into contact with the cushioning material (6), the tip cap (3) and the tip (8) of the hollow pile body (2) A gap interval (L) is formed. Then, the pouring continues as it is, but the tip cap (3) is hit underground and the impact sound does not reach the ground, so the insertion hole (12) is quietly extended. Also, the hollow pile m is placed at the base end (9 ) is inserted by simply striking it with the head hammer (5) through the shoe/jin material (6).Therefore, the impact from the head hammer (5) is absorbed by the shoe/jin material (6), and the vibration is transferred to the outside. I can't tell until.
又、中空パイル本体(2)はクッション材(6)を介し
て打撃されるので中空パイル本体(2)が破損するとい
そして最終的に中空パイル本体(2)を所定深さまで打
設後、先端キャップ(3)との隙間間隔がなくなるまで
中空パイル本体(2)のみを打設すればよい。Also, since the hollow pile body (2) is hit through the cushioning material (6), the hollow pile body (2) may be damaged.Finally, after driving the hollow pile body (2) to a predetermined depth, the tip It is sufficient to cast only the hollow pile body (2) until there is no gap between it and the cap (3).
以上本発明の実施例を図面により説明したが、本発明の
具体的な構成は本実施例に限定されるものではなく、発
明の要旨を逸脱しない範囲の設計変更等があっても本発
明の技術的範囲に含まれる。Although the embodiments of the present invention have been described above with reference to the drawings, the specific configuration of the present invention is not limited to the present embodiments, and the present invention may be modified even if there are design changes within the scope of the invention. Included in technical scope.
例えば先端キャップ(3)は鋼板で円錐形に形成で゛
し、又、クツ/コノ材(6)はウレタンラバーちド一す
7状に形成するとしたが材質や形状に限定されるもので
はなく任意の材質や形状を選定できる。For example, the tip cap (3) is made of a steel plate and has a conical shape, and the shoe/cone material (6) is made of urethane rubber and has a shape of 7, but the material and shape are not limited. Any material or shape can be selected.
以上説明したように本発明によれば、中空パイルの貫通
穴にラムハンマを挿入し、中空パイルの先端に設けた先
端キャップを打撃するようにしたので打撃音が地上まで
伝おらず、又中空パイルはクッション材を介して打撃す
るようにしたので振動が伝わらずかつ静かなパイルの打
設をすることができる。又、パイルが打設時の衝撃で破
損することもなく信頼性の高い仕上りができるという利
点がある。As explained above, according to the present invention, the ram hammer is inserted into the through hole of the hollow pile and hits the tip cap provided at the tip of the hollow pile, so that the impact sound does not reach the ground. Since the impact is made through the cushioning material, vibrations are not transmitted and the pile can be placed quietly. Further, there is an advantage that the pile is not damaged by impact during installation and a highly reliable finish can be achieved.
第1図は本発明実施例の中空パイルの説明図、第2図:
i打設順序の説明図である。
(l):中空パイル (2):中空パイル本体(3
):先端キャラ7’ (4): ラムノ・ンマ(5
) : ヘッドハンマ (6) : クッション材
(7):貫通穴 (1乃:挿入穴(L):隙間
間隔(隙間)Fig. 1 is an explanatory diagram of a hollow pile according to an embodiment of the present invention, Fig. 2:
It is an explanatory diagram of i pouring order. (l): Hollow pile (2): Hollow pile body (3
): Tip character 7' (4): Ramuno Nma (5
): Head hammer (6): Cushion material (7): Through hole (1: Insertion hole (L): Gap interval (gap)
Claims (1)
着脱自在に取付けた中空パイルを挿入し、中空パイル本
体の貫通穴に同中空パイル本体の全長より適宜長くした
ラムハンマを挿入し、該ラムハンマの上部には中空パイ
ル本体を打設するヘッドハンマを設け、同ヘッドハンマ
と中空パイルの間にはクッション材を挿入し、前記ラム
ハンマで先端キャップを地中で打ち込んで中空パイル本
体から離脱させて適宜隙間を生じさせ、同先端キャップ
で挿入穴を延設すると共に前記ヘッドハンマでクッショ
ン材を介して中空パイル本体を打設し、低振動かつ低騒
音で所要深さまでパイルを挿入するようにしたことを特
徴とする中空パイル打設工法。1) Insert a hollow pile with a removably attached tip cap into an insertion hole previously drilled in the ground, insert a ram hammer that is appropriately longer than the overall length of the hollow pile body into the through hole of the hollow pile body, and insert the ram hammer into the through hole of the hollow pile body. A head hammer for driving the hollow pile body is provided at the top of the pile, a cushion material is inserted between the head hammer and the hollow pile, and the end cap is driven into the ground with the ram hammer to separate it from the hollow pile body. An appropriate gap is created, the insertion hole is extended using the same end cap, and the hollow pile body is driven through the cushioning material using the head hammer, so that the pile can be inserted to the required depth with low vibration and low noise. This hollow pile driving method is characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22164185A JPS6282118A (en) | 1985-10-03 | 1985-10-03 | Driving construction for hollow pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22164185A JPS6282118A (en) | 1985-10-03 | 1985-10-03 | Driving construction for hollow pile |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6282118A true JPS6282118A (en) | 1987-04-15 |
JPH0418087B2 JPH0418087B2 (en) | 1992-03-26 |
Family
ID=16769957
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22164185A Granted JPS6282118A (en) | 1985-10-03 | 1985-10-03 | Driving construction for hollow pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6282118A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6429522A (en) * | 1987-07-22 | 1989-01-31 | Tamotsu Nakamura | Sheathing work |
KR100455064B1 (en) * | 2001-05-22 | 2004-11-09 | (주)종합건축사사무소환경건축 | Construction Method of Prestressed spun High strength Concrete Pile |
-
1985
- 1985-10-03 JP JP22164185A patent/JPS6282118A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6429522A (en) * | 1987-07-22 | 1989-01-31 | Tamotsu Nakamura | Sheathing work |
KR100455064B1 (en) * | 2001-05-22 | 2004-11-09 | (주)종합건축사사무소환경건축 | Construction Method of Prestressed spun High strength Concrete Pile |
Also Published As
Publication number | Publication date |
---|---|
JPH0418087B2 (en) | 1992-03-26 |
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