JPS62137318A - Covered sand pile driving work - Google Patents

Covered sand pile driving work

Info

Publication number
JPS62137318A
JPS62137318A JP27943685A JP27943685A JPS62137318A JP S62137318 A JPS62137318 A JP S62137318A JP 27943685 A JP27943685 A JP 27943685A JP 27943685 A JP27943685 A JP 27943685A JP S62137318 A JPS62137318 A JP S62137318A
Authority
JP
Japan
Prior art keywords
casing
sand
cassette
covering
length
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
JP27943685A
Other languages
Japanese (ja)
Other versions
JPH0621449B2 (en
Inventor
Haruki Hosomi
春喜 細見
Yasuo Tomi
富 康夫
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.)
Fudo Tetra Corp
Original Assignee
Fudo Construction 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 Fudo Construction Co Ltd filed Critical Fudo Construction Co Ltd
Priority to JP60279436A priority Critical patent/JPH0621449B2/en
Publication of JPS62137318A publication Critical patent/JPS62137318A/en
Publication of JPH0621449B2 publication Critical patent/JPH0621449B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To exactly control the length of sand piles driven by a method in which sand is supplied into the cylinder of a cassette to form covered sand piles in order, a given length of covered and piles are packed into a casing, and a next cassette is installed. CONSTITUTION:The penetration of a casing 5 into the ground is started, and at an adequate stage during the penetration process, a slide valve 10 is opened to send sand in a sand hopper 2 to the tip of a covering material 13 through the cylinder 12 of a cassette 11. The covering material 13 in the shrunk state is then expanded in order and lowered in the casing 5 while forming a covered sand pile P. At the stage of ending the penetration of the casing 5, the slide valve 10 is closed and the covering material 13 is cut off for exchanging work can thus be greatly raised and the safety of workers can be secured. The applicable length of the covering material can also be exactly matched with a given length of pile.

Description

【発明の詳細な説明】 (発明が属する技術分野) 本発明は地中に被覆砂杭(透水性で強靭な被覆体で包ん
だ砂杭)を打設する工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Technical field to which the invention pertains) The present invention relates to a construction method for driving covered sand piles (sand piles covered with a water-permeable and strong covering) into the ground.

−(発明の課題とその特徴点) 被覆砂杭打設工法の従来例として、打設機のケーシング
の上方に位置する砂ホッパの出口に、筒部の外側に杭多
数本分の長い袋状の被覆体を収縮状態でかつ下方に引き
出し自在に嵌挿したカセットを、着脱自在に取り付けた
状態で、ケーシングを地中に貫入し、この貫入工程中に
、カセットの筒部に砂を供給して、被覆砂杭体を順次形
成しながらケーシング内に充填するようにしたものは、
既知である(特公昭58−59972号参照)。
- (Problems to be solved by the invention and its features) As a conventional example of the covered sand pile driving method, a long bag-shaped bag for many piles is installed on the outside of the cylindrical part at the outlet of the sand hopper located above the casing of the driving machine. The cassette is inserted into the ground in a contracted state and can be freely pulled out downward, and the casing is inserted into the ground with the cassette removably attached, and during this penetration process, sand is supplied to the cylindrical part of the cassette. In this method, the covered sand pile is filled into the casing while being formed sequentially.
It is known (see Japanese Patent Publication No. 58-59972).

この従来例は、ロールに巻いた被覆体を用いる他の従来
例(特公昭52−608号参照)と比べて、手元作業が
少なく、施工能率が良い点で優れているが、次のような
問題点がある。すなわち、この従来例では、杭多数本分
の被覆体を装着したカセットを用いるため、必然的に長
いカセットが必要で、その分打設機の高さも大となるし
、また、この従来例で所定長の被覆砂杭を打設するため
には、カセットから引き出されて下降する被覆体の動き
が止まることで一応、被覆体の下端がケーシングの底に
到達して所定長の被覆体がケーシング内に入ったものと
みなし、この被覆体内に砂が所定深さくダンパーの下方
位置)まで充填されたことをケーシングの上部に設けた
覗窓から確認して、この時点で砂の供給の停止と被覆体
の切断を行う、という作業形態をとらざるを得ないが、
被覆体の下端がケーシングの底に到達した場合にのみ被
覆体の下降が止まるとは限らず、ケーシングの途中の抵
抗で被覆体の下降が止まることもあり得るのに、この従
来例ではこの点の判別が不可能であるから、打設砂杭長
が所定どおりであるが否かの不安が伴う。
This conventional example is superior in that it requires less manual work and has good construction efficiency compared to other conventional examples that use a coating wrapped in a roll (see Japanese Patent Publication No. 52-608). However, it has the following advantages: There is a problem. In other words, in this conventional example, a cassette with coverings for many piles is used, which inevitably requires a long cassette, which increases the height of the driving machine. In order to drive a coated sand pile of a predetermined length, the lower end of the sheath must reach the bottom of the casing and the sheath of the predetermined length should be pulled out from the cassette and stop moving downward. It is assumed that sand has entered the casing, and it is confirmed through the viewing window provided at the top of the casing that the sand has been filled to a predetermined depth (below the damper) within the casing, and at this point the sand supply is stopped. Although we have no choice but to cut the covering,
The descending of the covering does not necessarily stop only when the lower end of the covering reaches the bottom of the casing, and the descending of the covering may stop due to resistance in the middle of the casing, but this conventional example does not Since it is impossible to determine whether the sand pile length is as specified or not, there is uncertainty as to whether or not the sand pile length is as specified.

本発明は、杭1本分の被覆体が装着されたカセットを用
い、1回の打設が終る毎に新しいカセットと取り替える
ようにして、前述の従来例の利点を生かしつつその問題
点を解消するようにしたものであって、その構成上の特
徴は特許請求の範囲に記載したとおりである。
The present invention uses a cassette to which a covering for one pile is attached, and replaces it with a new cassette after each pile driving, thereby taking advantage of the advantages of the conventional example and solving its problems. The structural features are as described in the claims.

本発明における被覆体の杭1本分は長さでいえば打設杭
の所定長子α(α≧0)であシ、カセットの被覆体全体
が伸びた状態で長さαを残す所定箇所で被覆体を切断す
れば、自ら所定長の被覆体がケーシング内に入るように
なっており、被覆体の一部が収縮状態のままその動きが
止まれば、所定長の被覆砂杭の打設がなされないことが
直ちに判るから、打設砂杭長の管理を確実に行うことが
できる。
In terms of length, the length of one pile of the covering body in the present invention is the predetermined length α (α≧0) of the driven pile, and the length α is the predetermined length α of the cassette with the entire covering body stretched. When the sheathing is cut, the sheathing of a predetermined length will enter the casing by itself, and if a part of the sheathing remains in a contracted state and stops moving, a covered sand pile of the predetermined length can be driven. Since it is immediately clear what is not being done, the length of the sand pile to be driven can be managed reliably.

(図面による発明の詳細な説明) 最初に、第1図〜第3図に例示した本発明実施用の被覆
砂杭打設機について説明すると、1は貫入機、2は砂ホ
ッパ、3はカセット取り付は部のフレーム、4は空気弁
内蔵のボックス、5はケーシングであり、これらの全体
はワイヤ6によシ図示しない施工機本体に昇降自在に吊
持されている。
(Detailed Description of the Invention with Drawings) First, the covered sand pile driving machine for carrying out the present invention illustrated in FIGS. 1 to 3 will be explained. 1 is a penetrating machine, 2 is a sand hopper, and 3 is a cassette It is attached to the frame of the section, 4 is a box with a built-in air valve, and 5 is a casing, all of which are suspended by wires 6 to the main body of the construction machine (not shown) so as to be able to rise and fall freely.

砂ホッパ2の出口には、シリンダ装置7で作動される弁
板8とカセット取υ付は用の溝9を具えたスライド弁1
0があり、カセット11の取り付けはその筒部【2の上
端のフランジを溝9に嵌めてなされるようになっている
At the outlet of the sand hopper 2, there is a slide valve 1 equipped with a valve plate 8 operated by a cylinder device 7 and a groove 9 for mounting a cassette.
0, and the cassette 11 is installed by fitting the flange at the upper end of the cylindrical portion [2 into the groove 9.

未使用のカセット11の筒部12の外側には、杭1本分
の筒状の被覆体13が収縮状態で嵌挿されているが、被
覆体13の上端は適宜手段で筒部【2に固定され、また
、被覆体13の下端は緊縛等の手段で閉じられ、かつ、
下方に引き出し自在になっている。
A cylindrical covering 13 for one pile is inserted into the outside of the cylindrical portion 12 of an unused cassette 11 in a contracted state. fixed, and the lower end of the covering 13 is closed by means such as binding, and
It can be pulled out downwards.

被覆体13の長さは打設杭長に略々等しいケーシング5
の長さtlよシα(α≧O)だけ長く、カセット11に
装着された被覆体13を伸びきった状態で固定点から長
さαの所で切断すると、長さtlの被覆体13がケーシ
ング5内に入るようになっている。
The length of the covering body 13 is approximately equal to the length of the driven pile.
When the covering 13 attached to the cassette 11, which is longer than the length tl by α (α≧O), is cut at a length α from the fixed point in the fully extended state, the covering 13 with the length tl is cut. It is designed to enter inside the casing 5.

ボックス4の上には固定部14と回動部15とから成る
被覆体抑え16が取り付けられているが、回動部15は
、支持部17 (両側にあるが一側のもののみ図示)に
回動軸を介して支持され、回動軸の上方に位置する固定
ビン18と回動部15と一体的に回動する腕片19の先
端ビン20との間に張設したばね21で付勢されておシ
、被覆体抑え16と筒部12との間の間隙を通る被覆体
13に抵抗を与える閉の状態とカセット11を取り替え
る時の開の状態とに切り替えられるようになっている。
A cover retainer 16 consisting of a fixed part 14 and a rotating part 15 is attached to the top of the box 4. It is attached by a spring 21 tensioned between the fixed pin 18 which is supported via the rotation shaft and located above the rotation axis, and the tip pin 20 of the arm piece 19 which rotates integrally with the rotation part 15. When pressed, it can be switched between a closed state that provides resistance to the covering 13 passing through the gap between the covering retainer 16 and the cylindrical portion 12, and an open state when replacing the cassette 11. .

ボックス4内の空気弁22はバランスウェイト23付き
で、常に閉の方向に付勢されてお)、また、ボックス4
には圧気ゐ給排口24が設けられそいる〇ケーシング5
の下端部25は相当長に亘って肉薄に形成され、ケーシ
ング5内に充填された被覆砂杭体の抜けが円滑に行われ
るようになっておシ、また、ケーシング5の下端には逆
流防止弁26が設けられている。
The air valve 22 in the box 4 is equipped with a balance weight 23 (always biased in the closed direction), and the box 4
A pressurized air supply/discharge port 24 is provided in the casing 5.
The lower end portion 25 is formed to be thin over a considerable length, so that the covered sand pile body filled in the casing 5 can be smoothly removed. A valve 26 is provided.

次に、前述の被覆砂杭打投機を用いてなされる本発明の
実施態様を第4図によシ説明すると、打設機のケーシン
グ5の地中貫入を開始しくイの状態)、この貫入工程の
適宜段階でスライド弁lOを開いて砂ホッパ2の砂をカ
セツ) 11の筒部12i通して被覆体13の先端に向
って送り、収縮状態の被覆体13を順次伸張させて被覆
砂杭体Pを形成しながらケーシング5内を下降させる(
口の状態)。
Next, an embodiment of the present invention using the above-mentioned coated sand pile driving machine will be explained with reference to FIG. At an appropriate stage of the process, open the slide valve lO to feed the sand in the sand hopper 2 through the cylindrical portion 12i of 11 toward the tip of the covering 13, and sequentially expand the contracted covering 13 to form a covered sand pile. The inside of the casing 5 is lowered while forming a body P (
condition of the mouth).

この際、ケーシング5の貫入と被覆砂杭体Pの成長のタ
ンミングを考えて、ケーシング5の貫入が終った段階で
、被覆体13が略々伸びきるとともに予定した切断位置
(長さαを残す位置)まで被覆砂杭体Pが成長している
ようにするのが好ましく、ここでスライド弁10を閉じ
るとともに被覆体13の切断を行って、ケーシング5内
に所定長(キtI)の被覆砂杭体P′を充填し、さらに
、使用済みのカセット11と次の打設作業で用いる新し
いカセット11′の取り替えを行い、また、これと併行
して給排口24からボックス4とケーシング5の内部に
圧気の供給を開始する(ハの状態)。
At this time, considering the penetration of the casing 5 and the tamping of the growth of the covered sand pile body P, when the penetration of the casing 5 is completed, the covering body 13 is almost fully extended and the planned cutting position (leaving a length α It is preferable that the coated sand pile body P grows up to the position (position). At this point, the slide valve 10 is closed and the coated body 13 is cut, so that a predetermined length (kit) of coated sand is deposited in the casing 5. After filling the pile body P', the used cassette 11 is replaced with a new cassette 11' to be used in the next driving operation, and at the same time, the box 4 and casing 5 are Start supplying pressurized air inside (state C).

次いで、圧気の供給を継続しながらケーシング5の引き
抜きを始め(二の状態)、被覆砂杭体P′を地中に残し
たままケーシング5を完全に地上に引き抜き(ホの状態
)、1回の打設作業を終了させる。
Next, while continuing to supply pressurized air, the casing 5 was started to be pulled out (state 2), and the casing 5 was completely pulled out to the ground while leaving the covered sand pile body P' in the ground (state E), and the casing 5 was pulled out once. Complete the pouring work.

(発明の効果) 本発明は以上のようなものであって、工事中の手元作業
はカセットの取り替えと被覆体の切断程度(この被覆体
の切断も、前述のαを0にし、被覆体上端の固定をテー
プ等による仮止めにすることで省略可能)であるから、
施工能率の格段の向上と作業者の安全性の確保が併せて
期待でき、しかも、杭1本分の被覆体が装着されたカセ
ットを用いることから、被覆体の使用長を確実に所定杭
長分とすることができるので、品質管理上、全く不安が
ない被覆砂杭の打設を行うことができるのみならず、カ
セットの長さ、延いては打設機全体の長さを節約できる
という副次的な効果も期待できる。
(Effect of the invention) The present invention is as described above, and the only work at hand during construction is replacing the cassette and cutting the covering (this cutting of the covering is also done by setting the above-mentioned α to 0 and cutting the upper part of the covering. (can be omitted by temporarily fixing with tape, etc.)
It is expected that construction efficiency will be significantly improved and worker safety will be ensured.Furthermore, since a cassette with one pile's worth of sheathing installed is used, the usage length of the sheathing can be reliably adjusted to the specified pile length. Since it is possible to drive coated sand piles without any concerns in terms of quality control, it is possible to save the length of the cassette and, by extension, the length of the entire driving machine. Secondary effects can also be expected.

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

第1図は本発明実施用の被覆砂杭打設機の全体図、第2
図は同じくスライド弁の拡大斜視図、第3図は同じく被
覆体抑えの一部省略拡大平面図、第4図は本発明説明用
の工程図である。 図中、2・・・砂ホッパ、5・・・ケーシング、11・
・・カセット、13・・・被覆体、・・・・・・。
Figure 1 is an overall view of the coated sand pile driving machine for implementing the present invention, Figure 2
The figure is an enlarged perspective view of the slide valve, FIG. 3 is an enlarged plan view of the cover retainer with a partially omitted part, and FIG. 4 is a process diagram for explaining the present invention. In the figure, 2... sand hopper, 5... casing, 11...
...Cassette, 13...Covering body, ...

Claims (1)

【特許請求の範囲】[Claims] 打設機のケーシングの上方に位置する砂ホツパの出口に
、筒部の外側に杭1本分の袋状の被覆体を収縮状態でか
つ下方に引き出し自在に嵌挿したカセツトを、着脱自在
に取り付けた状態で、ケーシングを地中に貫入し、この
貫入工程中に、カセツトの筒部に砂を供給して、被覆砂
杭体を順次形成しながら下降させて、ケーシング内に所
定長の被覆砂杭体を充填し、所定深度まで貫入したケー
シングの引き抜きに先立つて、次の打設で使用するカセ
ツトの取り付けを行うことを特徴とする被覆砂杭打設工
法。
At the outlet of the sand hopper located above the casing of the pouring machine, a cassette with a bag-shaped covering for one pile inserted into the outside of the cylindrical part in a contracted state and can be freely pulled out downwards is attached and detached. In the installed state, the casing is penetrated into the ground, and during this penetration process, sand is supplied to the cylindrical part of the cassette, and it is lowered while sequentially forming a covering sand pile body, and a predetermined length of covering is deposited inside the casing. A covered sand pile driving method characterized by filling a sand pile body and attaching a cassette to be used in the next driving process before pulling out the casing that has penetrated to a predetermined depth.
JP60279436A 1985-12-12 1985-12-12 Coated sand pile driving method Expired - Fee Related JPH0621449B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60279436A JPH0621449B2 (en) 1985-12-12 1985-12-12 Coated sand pile driving method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60279436A JPH0621449B2 (en) 1985-12-12 1985-12-12 Coated sand pile driving method

Publications (2)

Publication Number Publication Date
JPS62137318A true JPS62137318A (en) 1987-06-20
JPH0621449B2 JPH0621449B2 (en) 1994-03-23

Family

ID=17611041

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60279436A Expired - Fee Related JPH0621449B2 (en) 1985-12-12 1985-12-12 Coated sand pile driving method

Country Status (1)

Country Link
JP (1) JPH0621449B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59116427U (en) * 1983-01-21 1984-08-06 五洋建設株式会社 Bagged sand drain forming equipment
JPS59177419A (en) * 1983-03-25 1984-10-08 Toa Harbor Works Co Ltd Formation work of sand bag column in soft ground

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59116427U (en) * 1983-01-21 1984-08-06 五洋建設株式会社 Bagged sand drain forming equipment
JPS59177419A (en) * 1983-03-25 1984-10-08 Toa Harbor Works Co Ltd Formation work of sand bag column in soft ground

Also Published As

Publication number Publication date
JPH0621449B2 (en) 1994-03-23

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