JPS59165729A - Pile driver - Google Patents

Pile driver

Info

Publication number
JPS59165729A
JPS59165729A JP4010983A JP4010983A JPS59165729A JP S59165729 A JPS59165729 A JP S59165729A JP 4010983 A JP4010983 A JP 4010983A JP 4010983 A JP4010983 A JP 4010983A JP S59165729 A JPS59165729 A JP S59165729A
Authority
JP
Japan
Prior art keywords
pile
piston
skirt
steel pipe
pipe pile
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
Application number
JP4010983A
Other languages
Japanese (ja)
Inventor
Mamoru Yamada
守 山田
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP4010983A priority Critical patent/JPS59165729A/en
Publication of JPS59165729A publication Critical patent/JPS59165729A/en
Pending legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To reduce noise during the pile driving period by a method in which a skirt to cover the periphery of the upper end of a pile is formed below a pile striker, and the skirt is supported on the periphery of the pile through an elastic material. CONSTITUTION:When compressed air is set into an inlet 18, the air coming into the lower operating chamber 13 enters the upper operating chamber 15 through paths 16 and 17, a piston 9 is lowered, and the bottom 5a of the recession 5 of a cap 2 is struck by the striker 19 to drive a steel tubular pile 1. Since the striking position is positioned in the inside of the cap 2 and the skirt 20 is supported through an elastic material to prevent the rocking movement, noise is reduced because the recession 5 and the skirt 20 serve as sound-proof cover.

Description

【発明の詳細な説明】 本発明は、主として住宅の地盤を補強するために使用さ
れる杭打ち装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pile driving device mainly used for reinforcing the ground of a house.

住宅の地盤を改良する杭打ち工法として、鋼管杭の上端
にシリンダとピストンを備えた杭打ち装置を取付け、シ
リンダ内に圧縮空気を送り込んでピストンを往復させ、
これによって杭を打ち込む装置は公知である(特開昭5
5−26340号公報参照)。このような杭打ち装置は
、モンケンやディーゼルハンマーを用いる方法に比較し
て、大掛りな装置を必要とせず、住宅地等の狭い現場で
の工事に適しているが、その反面このような工事は市街
地で行なう場合が多く、しばしば騒音が問題となるとい
う欠点を有している。本発明は、かかる杭打ち装置にお
ける騒音を低減することを目的としてなされたもので、
その構成として本発明は、杭上端に取付けられ、かつ、
シリンダとピストンを備えた空又は液圧作動の打撃装置
と、同じく杭上端へ取付けられて打撃力を受けるキャン
プとからなり、前記打撃装置より下方に延長して杭上端
外周を覆うスカート部を形成するとともに、このスカー
ト部を弾性部材を介し杭外周で支持したことを特徴とす
るものである。
As a pile driving method for improving the ground of houses, a pile driving device equipped with a cylinder and a piston is attached to the top end of a steel pipe pile, and compressed air is sent into the cylinder to cause the piston to reciprocate.
A device for driving piles using this method is well known (Japanese Patent Application Laid-open No. 5
5-26340). Compared to methods using Monken or diesel hammers, this kind of pile driving device does not require large-scale equipment and is suitable for construction work in narrow sites such as residential areas. is often carried out in urban areas, and has the disadvantage that noise is often a problem. The present invention was made for the purpose of reducing noise in such pile driving equipment,
As its configuration, the present invention is attached to the upper end of the pile, and
It consists of a pneumatic or hydraulically operated striking device equipped with a cylinder and a piston, and a camp that is also attached to the upper end of the pile and receives the striking force, and forms a skirt that extends downward from the striking device and covers the outer periphery of the upper end of the pile. In addition, this skirt portion is supported by the outer periphery of the pile via an elastic member.

以下本発明の装置を図示の一実施例に基づいて説明する
と、図において、(1)は、地中へ打ち込まれる鋼管杭
であって、この鋼管杭(1)の上端には、&I製のキャ
ンプ(2)が挿入して取付けられている。
The apparatus of the present invention will be explained below based on an illustrated embodiment. In the figure, (1) is a steel pipe pile that is driven into the ground, and at the upper end of this steel pipe pile (1) is a steel pipe made by &I. Camp (2) is inserted and installed.

このキャップ(2)は、鋼管杭(1)上端へ挿入される
挿入部(31と、該挿入部(3)の上端に一体形成され
、かつ、鋼管杭(1)上端へ当接するフランジ部(4)
とからなるものであって、その上面より垂直下方に向け
て円形凹部(5)が形成されている。また、この円形凹
部(5)は、その底面(5a)から挿入部(3)の底部
側へ貫通して、エア抜き穴(6)が穿設されている。
This cap (2) includes an insertion part (31) inserted into the upper end of the steel pipe pile (1) and a flange part (31) that is integrally formed with the upper end of the insertion part (3) and abuts on the upper end of the steel pipe pile (1). 4)
A circular recess (5) is formed vertically downward from the upper surface. Further, this circular recess (5) has an air vent hole (6) penetrating through it from its bottom surface (5a) to the bottom side of the insertion portion (3).

他方、(7)は、下端を開放した筒状シリンダ(8)と
このシリンダ(8)内へ挿入されるピストン(9)とか
らなる打撃装置であって、ピストン(9)は、その本体
(10)上端外周に大径部(11)が形成されて、この
大径部(11)の外周面がシリンダ(8)内壁面に摺接
している。また、シリンダ(8)内壁面には、上記ピス
トン大径部(11)の下方において、環状突出部(12
)が形成され、この環状突出部(12)内面にピストン
(9)の本体(10)が摺接するとともに、これらピス
トン大径部(11)と環状突出部(12)−間に形成さ
れる空間部が下部作動室(13)とされ、他方、ピスト
ン(9)上面とシリンダ(8)天井面(14)との間の
空間部が上部作動室(15)とされている。
On the other hand, (7) is a striking device consisting of a cylindrical cylinder (8) with an open lower end and a piston (9) inserted into this cylinder (8), and the piston (9) has a main body ( 10) A large diameter portion (11) is formed on the outer periphery of the upper end, and the outer circumferential surface of this large diameter portion (11) is in sliding contact with the inner wall surface of the cylinder (8). Further, an annular protrusion (12) is provided on the inner wall surface of the cylinder (8) below the piston large diameter portion (11).
) is formed, and the main body (10) of the piston (9) comes into sliding contact with the inner surface of this annular protrusion (12), and a space is formed between the piston large diameter part (11) and the annular protrusion (12). The space between the top surface of the piston (9) and the ceiling surface (14) of the cylinder (8) is defined as a lower working chamber (15).

更に、ピストン(9)には、その本体(10)を直径方
向に貫通する横方向通路(16)と、この横方向通路(
16)の途中から上部作動室(15)側に貫通する縦方
向通路(17)とが形成されている。シリンダ(8)の
周壁部には、前記下部作動室(13)に連通して入口(
18)が形成されている。また、ピストン(9)には、
その本体(10)底部より下方へ突出して小径の打撃部
(19)が一体に形成されており、この打撃部−(19
)下端が前記キャンプ(2)に形成しん四部(5)へ挿
入されて、ピストン(9)が下降すると、打撃部(19
)の先端が凹部(5)の底面(5a)を打撃するように
なっている。その際、凹部(5)入口は、ピストン打撃
部(19)が入り易いよう、その角部(5b)がR形状
に形成されている。更に、シリンダ(8)より下方へ延
長されたスカート部(20)は、これらキャンプ(2)
及び鋼管杭(1)の上端外周を覆うようにして、鋼管杭
(1)上端部外側へ被せられている。しかして、このス
カート部(20)の下端には、第3図で示すように、外
方より半径内方向へ向けて螺込んだ複数のボルト(21
)  (21)・・・が、円周方向の適宜間隔をおいて
配置され、該スカート部(20)の内側において、これ
らボルト(21)  (21)先端のバネ受(22) 
 (22)・・・にょってその一端を支持されたバネ(
23)  (23)・・・の他端が鋼管杭(1)外周面
へ当接して、スカート部(2o)が動揺して、鋼管杭(
11へ当たるのを防止している。
Furthermore, the piston (9) has a transverse passage (16) extending diametrically through its body (10) and a transverse passage (16) extending diametrically through its body (10).
A vertical passageway (17) is formed that penetrates from the middle of 16) toward the upper working chamber (15). The peripheral wall of the cylinder (8) has an inlet (
18) is formed. In addition, the piston (9) has
The main body (10) is integrally formed with a small-diameter striking portion (19) that protrudes downward from the bottom.
) When the lower end is inserted into the fourth part (5) formed in the camp (2) and the piston (9) descends, the striking part (19
) is adapted to strike the bottom surface (5a) of the recess (5). At this time, the corner (5b) of the entrance of the recess (5) is formed into a rounded shape so that the piston striking part (19) can easily enter therein. Furthermore, the skirt portion (20) extending downward from the cylinder (8) is connected to these camps (2).
and is placed on the outside of the upper end of the steel pipe pile (1) so as to cover the outer periphery of the upper end of the steel pipe pile (1). As shown in FIG. 3, the lower end of this skirt portion (20) has a plurality of bolts (21
) (21)... are arranged at appropriate intervals in the circumferential direction, and inside the skirt portion (20), these bolts (21) (21) have a spring receiver (22) at the tip.
(22)...A spring (
23) (23)...The other end comes into contact with the outer peripheral surface of the steel pipe pile (1), and the skirt part (2o) sways, causing the steel pipe pile (
11 is prevented.

さて、図において第1図は、ピストン(9)が上昇した
状態、第2図は、同じく下降した状態を示しており、上
記第1図においては、横方向通路(16)と縦方向通路
(17)とによって、下部作動室(13)と上部作動室
(15)とが連通しており、それ故、この段階で入口(
18)から圧縮空気を送り込むと、下部作動室(13)
に入一つだ空気は、これら各通路(16)  (17)
を通って上部作動室(15)に入るから、ピストン(9
)が下降し、キャンプ(2)の凹部(5)に挿入された
打撃部(19)が、該凹部(5)の底面(5a)を打撃
し、鋼管杭(1)が打ち込まれる。このようにしてピス
トン(9)が下降し、鋼管杭fl)を打撃した状態では
、第2図の如く、ピストン本体(10)の横方向通路(
16)がシリンダ(8)の環状突出部(12)より下側
に位置し、それ故、下部作動室(13)と上部作動室(
15)の連通が閉じられており、従って、入口(18)
より送り込まれた圧縮空気は、下部作動室(13)にの
み供給されて、ピストン(9)を上昇させ、このような
往復動作を繰り返しつつ、鋼管杭(1)を地中へ打ち込
むものである。
Now, in the drawings, Fig. 1 shows a state in which the piston (9) is raised, and Fig. 2 shows a state in which the piston (9) is similarly descended. 17), the lower working chamber (13) and upper working chamber (15) communicate with each other, and therefore, at this stage, the inlet (
When compressed air is sent from the lower working chamber (13)
One air enters each of these passages (16) (17)
It enters the upper working chamber (15) through the piston (9
) is lowered, and the striking part (19) inserted into the recess (5) of the camp (2) strikes the bottom surface (5a) of the recess (5), thereby driving the steel pipe pile (1). In this way, when the piston (9) descends and hits the steel pipe pile (fl), as shown in FIG.
16) is located below the annular protrusion (12) of the cylinder (8), therefore, the lower working chamber (13) and the upper working chamber (
15) is closed and thus the inlet (18)
The compressed air sent in is supplied only to the lower working chamber (13) to raise the piston (9), and while repeating this reciprocating motion, the steel pipe pile (1) is driven into the ground. .

上記において、エア抜き穴(6)の径は、大きすぎると
凹部(5)底部の強度が不足し、他方、小さすぎるとピ
ストン(9)上昇時にキャンプ(2)が持ち上がる虞れ
があり、発明者の実験では、凹部(5)内径60mmの
場合で、10.5mmとした場合が最も良好であった。
In the above, if the diameter of the air bleed hole (6) is too large, the strength of the bottom of the recess (5) will be insufficient, while if it is too small, there is a risk that the camp (2) will be lifted up when the piston (9) rises. In the experiment conducted by the author, when the inner diameter of the recess (5) was 60 mm, the best result was when the inner diameter was 10.5 mm.

また、その際のピストン(9)のストロークは約15m
m、鋼管杭(1)内径は100mmであった。
In addition, the stroke of the piston (9) at that time is approximately 15 m.
m, and the inner diameter of the steel pipe pile (1) was 100 mm.

なお、上記実施例では圧縮空気によって、作動させるよ
う説明しているが、油圧等の液体によって作動させるよ
うにしても同様である。
In the above embodiments, it is explained that the actuator is actuated by compressed air, but the same effect can be obtained if the actuator is actuated by a liquid such as hydraulic pressure.

上記実施例では、ピストンの打撃部をキャップに形成し
た凹部へ挿入し、該打撃部がこの凹部の底面を打撃する
ようにしているから、キャンプ上面を直接打撃するもの
と異なって、打撃地点がキャンプの内側に位置し、これ
らが防音カバーとしての役目をなすため、騒音が低減さ
れる。そして、本発明では、同様にスカート部も防音カ
バーとしての作用をなすが、従来、このスカート部が動
揺して鋼管杭外周面を叩き、むしろ騒音を発するという
欠点を有していたのに対し、上記の如く、バネ等の弾性
部材を介して該スカート部を支持しているから、かかる
欠点がなく、より騒音が低減されるに至ったものである
。第1表は、キャップの上面を直接打撃する従来装置と
、凹部の底面を打撃する装置であって、スカート部を支
持するバネなしものと、バネありものとを比較して行な
ったときの騒音測定結果を示したものであって、この表
で解るように、凹部ありのものは、なしのものと比較し
て約8dBIJ音レベルが低下し、更に本発明の如く、
支持バネを設けたものでは、更に6dB低減しているこ
とがわかる。
In the above embodiment, the striking part of the piston is inserted into the recess formed in the cap, and the striking part hits the bottom of the recess, so unlike the case where the upper surface of the camp is directly hit, the hitting point is Located inside the camp, these act as a soundproof cover and therefore reduce noise. In the present invention, the skirt also functions as a soundproof cover, whereas in the past, this skirt had the disadvantage of swaying and hitting the outer circumferential surface of the steel pipe pile, rather emitting noise. As mentioned above, since the skirt portion is supported via an elastic member such as a spring, this disadvantage is not present, and noise can be further reduced. Table 1 shows the noise levels compared between a conventional device that hits the top surface of the cap directly, a device that hits the bottom of the recess, and one that does not have a spring to support the skirt and one that has a spring. The table shows the measurement results, and as can be seen from the table, the one with the recess has a lower BIJ sound level of about 8 dBIJ compared to the one without.
It can be seen that with the support spring provided, the reduction is further reduced by 6 dB.

この頁以下余白 表■Margin below this page Table■

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

第1図及び第2図は、それぞれ本発明装置の使用状態を
示す鋼管杭上端部分の縦断面図、第3図は、第1図のA
−A線拡大断面図である。 (ll−−−鋼管杭、(2)−キャンプ、(51−凹部
、(5a)−・底面、(7)−・−杭打ち装置、(8)
・−シリンダ、(9)−ピストン、(19) −打撃部
、(20)−・スカート部、(23) −・バネ(弾性
部材)。 特許 出願人 積木ハウス 株式会社 代理人弁理士 樽  本  久  幸
Figures 1 and 2 are longitudinal cross-sectional views of the upper end of a steel pipe pile, respectively, showing how the device of the present invention is used, and Figure 3 is
- It is an A line enlarged sectional view. (ll---Steel pipe pile, (2)-camp, (51-recess, (5a)-bottom, (7)--pile driving device, (8)
- Cylinder, (9) - Piston, (19) - Impact part, (20) - Skirt part, (23) - Spring (elastic member). Patent Applicant: Block House Co., Ltd. Representative Patent Attorney Hisashi Tarumoto

Claims (1)

【特許請求の範囲】[Claims] 杭上端に取付けられ、かつ、シリンダとピストンを備え
た空又は液圧作動の打撃装置と、同じく杭上端へ取付け
られて打撃力を受けるキャンプとからなり、前記打撃装
置より下方に延長して杭上端外周を覆うスカート部を形
成するとともに、このスカート部を弾性部材を介し杭外
周で支持したことを特徴とする杭打ち装置。
It consists of a pneumatic or hydraulically actuated striking device that is attached to the upper end of the pile and is equipped with a cylinder and a piston, and a camp that is also attached to the upper end of the pile and receives the striking force, and extends downward from the said striking device. A pile driving device characterized in that a skirt portion is formed to cover the outer periphery of the upper end, and the skirt portion is supported by the outer periphery of the pile via an elastic member.
JP4010983A 1983-03-10 1983-03-10 Pile driver Pending JPS59165729A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4010983A JPS59165729A (en) 1983-03-10 1983-03-10 Pile driver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4010983A JPS59165729A (en) 1983-03-10 1983-03-10 Pile driver

Publications (1)

Publication Number Publication Date
JPS59165729A true JPS59165729A (en) 1984-09-19

Family

ID=12571689

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4010983A Pending JPS59165729A (en) 1983-03-10 1983-03-10 Pile driver

Country Status (1)

Country Link
JP (1) JPS59165729A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100932662B1 (en) * 2008-10-17 2009-12-21 권태운 Pile driving hammer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100932662B1 (en) * 2008-10-17 2009-12-21 권태운 Pile driving hammer

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