Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0621450B2 - Sand anti-construction method and its equipment - Google Patents
[go: Go Back, main page]

JPH0621450B2 - Sand anti-construction method and its equipment - Google Patents

Sand anti-construction method and its equipment

Info

Publication number
JPH0621450B2
JPH0621450B2 JP3456788A JP3456788A JPH0621450B2 JP H0621450 B2 JPH0621450 B2 JP H0621450B2 JP 3456788 A JP3456788 A JP 3456788A JP 3456788 A JP3456788 A JP 3456788A JP H0621450 B2 JPH0621450 B2 JP H0621450B2
Authority
JP
Japan
Prior art keywords
sand
casing
bag
filled
filled bag
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.)
Expired - Lifetime
Application number
JP3456788A
Other languages
Japanese (ja)
Other versions
JPH01210519A (en
Inventor
中富 栗本
雅史 栗本
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP3456788A priority Critical patent/JPH0621450B2/en
Publication of JPH01210519A publication Critical patent/JPH01210519A/en
Publication of JPH0621450B2 publication Critical patent/JPH0621450B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は軟弱地盤の安定強化を図る手段として、軟弱地
盤中に砂杭(砂の柱状体)を造成して、以て砂杭を通し
て地中の水分を集中して吸い上げる、いわゆるサンドド
レーン工法の砂杭構造工法並びにその装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention provides a sand pile (columnar body of sand) in soft ground as a means for stabilizing and strengthening soft ground, and the ground is passed through the sand pile. The present invention relates to a so-called sand drain construction sand pile structure construction method for concentrating moisture in the inside and a device therefor.

[従来の技術] この種の砂杭造成工法及び装置としては、本発明者が先
に開発した特公昭58−39982号公報に示された発
明が存在する。
[Prior Art] As a sand pile construction method and apparatus of this type, there is an invention disclosed in Japanese Patent Publication No. 58-39982 which was previously developed by the present inventor.

この発明は、従来砂を充填する袋体が一本の砂杭単位の
所定長さに構成されていたこと、砂袋体を鋼管製ケーシ
ング内に挿入するのが困難であった点、砂袋体のセット
及びその袋体への砂の充填、ケーシングとともに地中へ
の打ち込み、引き上げ時の残置埋設操作、作業が面倒
で、作業ロスが大きい等の問題点を解決するため、筒状
袋体を砂導入管の外周に蛇腹状に収縮保持させ、砂用ホ
ッパーヘ取り付け、取り外しの必要を無くして順次何本
かの砂杭が連続に形成できるようにし、また、収縮保持
させた砂袋導入管ごと着脱自在に交換して、前記の砂袋
体の取り外しの面倒さを解消し、またケーシング内の上
部にエアーを吹き込んで内部圧力を高めて砂の充填され
た砂杭を押さえ適確に地中に残し、ケーシングを引き上
げ易くして、砂杭の共上がりを防止するものであった。
The present invention is that the bag body conventionally filled with sand is configured to have a predetermined length of one sand pile unit, and it is difficult to insert the sand bag body into the steel pipe casing. In order to solve the problems such as setting the body and filling the bag with sand, driving it into the ground together with the casing, burying the remaining parts when pulling up, labor is troublesome, and large work loss, a tubular bag Sand bellows shrinkage-held around the outer circumference of the sand introduction pipe, attached to the sand hopper so that several sand piles can be formed continuously without the need for removal. Each sand bag can be detachably replaced to eliminate the trouble of removing the sand bag, and air can be blown into the upper part of the casing to increase the internal pressure to hold the sand piles filled with sand properly. Leave inside to make it easier to pull up the casing and It was to prevent the rise.

[発明が解決しようとする課題] 上記の発明では、砂杭ケーシングの打ち込みと同時に砂
充填袋体が打ち込みの振動と重力で装填されるので、確
実に砂杭ケーシングの先端まで砂杭が造成出来る反面、
ケーシングの上部にエアを噴出するノズル、及び噴出エ
アによりダンパーを閉めてケーシング上部空間において
砂杭充填袋体の上面に所定圧力をかけて、ケーシングの
引き抜きによる砂袋のとも上がりを防止するようにした
装置、砂ホッパーから砂導入管を経て筒状体に砂を落
入、または停止する弁装置、及びそれら操作が必要で、
装置機構が複雑で、操作の順次、作業手順が煩雑であ
る。更に筒状袋体が砂導入管の周囲に蛇腹状折り畳み収
縮保持させるものであるから、その円筒状の長さが制限
され砂杭の連続形成は数本程度で限度がある。しかも最
も大きな問題点は、砂杭ケーシングの引き上げ時に、エ
アーの吹き込みによりケーシング内に砂袋体を押さえて
地中に残し置くものであるから、ケーシングが空の状態
で上がるため引き上げた後、次の打ち込みに先立つ袋へ
の砂充填に時間がかかり、作業時間のロスが大きく、作
業能率の改善、作業性の合理化にも問題点がある。
[Problems to be Solved by the Invention] In the above invention, since the sand-filled bag is loaded by the vibration of the driving and the gravity at the same time as the driving of the sand pile casing, the sand pile can be reliably formed up to the tip of the sand pile casing. On the other hand,
A nozzle that ejects air to the upper part of the casing and a damper that closes the ejected air to apply a predetermined pressure to the upper surface of the sand pile filling bag in the space above the casing to prevent the sand bag from rising when the casing is pulled out. Device, a valve device for dropping or stopping sand from the sand hopper into the tubular body through the sand introduction pipe, and those operations are required,
The device mechanism is complicated, and the sequence of operations and the work procedure are complicated. Further, since the tubular bag is a bellows-shaped fold and shrinks and holds it around the sand introduction tube, its cylindrical length is limited, and the continuous formation of sand piles is limited to about several. Moreover, the biggest problem is that when the sand pile casing is pulled up, air is blown in to hold the sand bag inside the casing and leave it in the ground. It takes time to fill the bag with sand prior to the driving, and there is a large loss of work time, and there are problems in improving work efficiency and streamlining workability.

そこで本発明はこれらの問題点、及び作業の煩雑さを解
消して、むづかしい操作が全く必要なく、しかも砂詰袋
は連続してケーシング内に形成できるので、軟弱地盤中
へのケーシングの打ち込みと同時に砂杭が造成でき、ケ
ーシングの引き抜き時には次の砂詰袋がケーシング内に
自動的に形成されているので、バイブロハンマと連結し
たケーシングの土中への打ち込みと引き抜きの連続作業
で、待たずして砂杭を連続的に地中に造成できる新しい
工法と、その装置を提供しようとするものである。
Therefore, the present invention eliminates these problems, and the complexity of work, does not require any difficult operation, and since the sand-filled bag can be continuously formed in the casing, it is possible to drive the casing into the soft ground. At the same time, sand piles can be created, and the next sand-filled bag is automatically formed inside the casing when the casing is pulled out.Therefore, in the continuous work of driving the casing connected to the vibro hammer into the soil and pulling it out without waiting. It is intended to provide a new construction method and equipment for continuously constructing sand piles in the ground.

[課題を解決するための手段] 上記目的を達成するために、本発明は先端に開閉するシ
ュー(2)を有する鋼管製のケーシング(1)の真上に、砂ホ
ッパー(4)及び砂導入管(5)を設置し、該砂導入管(5)の
外側のケーシング(1)に縦スリット(6)と、砂導入管(5)
の下部に対応するケーシング(1)の上部の両脇に対向し
て開口部(7)を設け、砂ホッパー(4)の外側には支持台(1
3)を設けてその上に大径のロールに巻いた透水性と熱接
着性を有する帯状袋地(8)を軸架し、この帯状袋地(8)を
前記スリット(6)を通じて砂導入管(5)の周囲に円筒状に
誘導せしめると共に、その両側縁(8a),(8b)を互いに重
合接着させて筒状の袋体(9)を形成せしめるために、ス
リット部(6)の中間位置に加熱板(11a),(11b)を内臓した
加熱接着器(11)を設置する。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the present invention has a sand hopper (4) and a sand introduction directly above a steel pipe casing (1) having a shoe (2) that opens and closes at its tip. A pipe (5) is installed, and a vertical slit (6) is formed in the outer casing (1) of the sand introduction pipe (5), and the sand introduction pipe (5).
The opening (7) is provided on both sides of the upper part of the casing (1) corresponding to the lower part of the sand hopper, and the support (1
3) is provided and a band-shaped bag (8) having water permeability and thermal adhesiveness wound on a large-diameter roll is mounted on the shaft, and the band-shaped bag (8) is introduced with sand through the slit (6). In order to form a cylindrical bag (9) by polymerizing and adhering both side edges (8a), (8b) of the tube (5) in a cylindrical shape around the tube (5), the slit portion (6) is formed. A heating and bonding device (11) having heating plates (11a) and (11b) is installed at an intermediate position.

また、前記ケーシング(1)の上部の両脇に設けた開口部
には、砂導入管(5)より砂が充填され降下する砂詰袋(9
a)を案内する一対のローラ(12),(12)と、この一つのロ
ーラ軸(14)の回転によりケーシング(1)内への砂詰袋(9
a)の挿入深さ、及びケーシング(1)の引き上げ時には砂
詰袋の形成長さを検出及び記録する検出器(15)を設け、
前記ケーシング(1)及び砂ホッパー(3)の上部にバイブロ
ハンマ(16)を連結し、リーダー(図示せず)に沿うてケ
ーシング(1)を昇降させるようにしたものである。
In addition, in the openings provided on both sides of the upper part of the casing (1), a sand-filled bag (9) in which sand is filled and dropped from the sand introduction pipe (5).
The pair of rollers (12), (12) that guides (a) and the rotation of this one roller shaft (14) rotate the sandbag (9) into the casing (1).
Provide a detector (15) for detecting and recording the insertion depth of a) and the length of the sand-filled bag when the casing (1) is pulled up,
A vibro hammer (16) is connected to the upper part of the casing (1) and the sand hopper (3), and the casing (1) is moved up and down along a leader (not shown).

[作用] 砂導入管(4)の周囲に沿うてロール巻きの帯状袋地(8)を
円筒状に丸めて誘導させると共に、その両側縁部(8a),
(8b)は互いにケーシング(1)の縦スリット(6)部に設けた
加熱接着器(11)の加熱板(11a),(11b)の間を下方に通過
して溶融接着(8c)され筒形の袋体(9)が形成されるの
で、該袋の下端を工事開始の最初のみ砂導入管(5)の直
下で縛るか、二つに折り曲げて閉鎖しておき、リーダー
(図示せず)に沿うて昇降自在に懸垂されたバイブロハ
ンマ(16)を作動してケーシング(1)を第5図(A)に示す
ように土中に打ち込むと、この間に砂ホッパー(4)の下
部の砂導入管(5)を経て袋体(9)に砂が充填されるので、
その重量により砂詰袋(9a)はケーシング(1)内を降下
し、シュー(2)で閉塞されたケーシング(1)の先端まで砂
詰袋(9a)は一対のローラ(12)に挟持案内されて下降さ
れ、一つのローラ(12)の回転により砂充填袋体の挿入長
さを検出し記録する。
[Action] A roll-shaped strip-shaped bag material (8) is rolled into a cylindrical shape along the periphery of the sand introduction pipe (4) to guide it, and both side edges (8a),
(8b) are mutually melt-bonded (8c) by passing downward between the heating plates (11a) and (11b) of the heating adhesive device (11) provided in the vertical slit (6) of the casing (1). Since a bag-shaped body (9) is formed, the lower end of the bag is tied just below the sand introduction pipe (5) only at the beginning of construction or folded in two and closed, and a leader (not shown) is formed. ), And the casing (1) is driven into the soil by actuating the vibro hammer (16) that can be lifted up and down, and during this time the sand at the bottom of the sand hopper (4) Since the bag body (9) is filled with sand through the introduction pipe (5),
The weight of the sand-filled bag (9a) descends in the casing (1), and the sand-filled bag (9a) is guided by a pair of rollers (12) to the tip of the casing (1) closed by the shoe (2). Then, it is lowered and the insertion length of the sand-filled bag is detected and recorded by the rotation of one roller (12).

かくしてバイブロハンマ(16)の作動でケーシング(1)が
土中に打ち込まれ、所定の深さに達し且つ検出器(15)の
記録より確認した後、ケーシング(1)をリーダーに沿う
て引き上げることにより、先端のシュー(2)が開いて第
5図(B)の状態より同図(C)の状態に上方に引き抜か
れ、砂詰袋(9a)を土中に残置埋設すると共に、ケーシン
グ(1)の引き上げ中にも砂ホッパー(4)の砂導入管(5)を
経て砂が袋体(9)にも継続して充填されるため、ケーシ
ング(1)の上昇に連れてロール達の袋生地(8)は順次砂導
入管(5)の周囲に円筒状に繰り出され、その両端縁(8a),
(8b)が互いに合わされ加熱接着器(11)で加熱接着(8c)さ
れつつ砂詰袋が連成され、第5図(C)に示すようにケー
シング(1)が地表面に露出されたときは、そのケーシン
グ(1)内に連続して砂詰袋(9a)が形成されている。
Thus, the casing (1) is driven into the soil by the operation of the vibro hammer (16), reaches a predetermined depth, and after confirming from the record of the detector (15), the casing (1) is pulled up along the reader. , The shoe (2) at the tip is opened and pulled out upward from the state shown in Fig. 5 (B) to the state shown in Fig. 5 (C), and the sand bag (9a) is left buried in the soil and the casing (1 ), The sand is continuously filled into the bag body (9) through the sand introduction pipe (5) of the sand hopper (4), so the bags of the rolls are increased as the casing (1) rises. The dough (8) is sequentially fed in a cylindrical shape around the sand introduction pipe (5), and both end edges (8a),
When (8b) are put together and heat-bonded (8c) by the heat-bonding device (11) to form a sand-filled bag, the casing (1) is exposed to the ground surface as shown in FIG. 5 (C). The sand-filled bag (9a) is continuously formed in the casing (1).

そこで地表面において砂詰袋(9a)を切断ラインa−aで
切断し、その上部の袋下端を(D)図に示すようにケーシ
ング(1)内に押し込み、次の所定場所にケーシング(1)を
打ち込むものである。
Therefore, the sand-filled bag (9a) is cut on the ground surface along the cutting line aa, and the lower end of the bag is pushed into the casing (1) as shown in FIG. ).

このようにすると連続して砂の柱体の造成と筒形の袋体
の形成および該袋体への砂の連続充填が休みなく行われ
るので、非常に効率よく作業ができる。
In this way, since the sand pillar body is continuously formed, the tubular bag body is formed, and the sand bag is continuously filled with sand, the work can be performed very efficiently.

また、第5図(B)の状態からケーシング(1)を引き上げ
るとき、砂詰袋(9a)を案内するローラ(12),(12)がケー
シング(1)の上昇に連れて回転され、第5図(C)のよう
にケーシング(1)の先端が地表面に露出したときにはロ
ーラ(12)の回転が検出器(15)で検出され、その回転数に
応じて袋体(9)の長さが検出、記録されるので砂詰袋(9
a)の製造長さが分かると同時に、ケーシング(1)の先端
まで挿入されていることを確認でき、次の打ち込み作業
にロスなく即時に移行できるので、砂杭造成工事が無駄
なく高能率で行える。
Further, when the casing (1) is pulled up from the state of FIG. 5 (B), the rollers (12), (12) for guiding the sand-filled bag (9a) are rotated as the casing (1) moves upward, When the tip of the casing (1) is exposed to the ground as shown in Fig. 5 (C), the rotation of the roller (12) is detected by the detector (15), and the length of the bag (9) is detected according to the number of rotations. Is detected and recorded, the sand-filled bag (9
At the same time as knowing the manufacturing length of a), it can be confirmed that the casing (1) has been inserted all the way to the tip, and it is possible to immediately move to the next driving work without loss, so the sand pile construction work is wasteful and highly efficient. You can do it.

[実施例] 以下本発明の実施例を示す図面に基づいて説明すると、
(1)は先端に開閉自在のシュー(2)を有する鋼管製のケー
シングで、該ケーシングの上部には適宜の支持枠(3)を
介して砂ホッパー(4)が取り付けられ、該砂ホッパーの
底部に連設された砂導入管(5)が前記ケーシング(1)の上
部内に垂設されている。
[Embodiment] The following will describe an embodiment of the present invention with reference to the drawings.
(1) is a casing made of steel pipe having an openable and closable shoe (2), and a sand hopper (4) is attached to the upper part of the casing via an appropriate supporting frame (3), and the sand hopper A sand introduction pipe (5) connected to the bottom is vertically provided in the upper part of the casing (1).

ケーシング(1)及び砂ホッパー(4)はリーダー(図示せ
ず)に沿うて昇降されるバイブロハンマ(16)に連結され
ている。
The casing (1) and the sand hopper (4) are connected to a vibro hammer (16) which is elevated and lowered along a leader (not shown).

前記砂導入管(5)の周りのケーシング(1)の一側には縦方
向にスリット(6)を設けてある。また砂導入管(5)の下方
においてケーシング(1)には対向して開口部(7),(7)を設
ける。(8)は大径のロール状に巻かれた透水性と熱接着
性を有する化学合成繊維製の帯状袋地で、ケーシング
(1)の上部一側に設けられた台(13)上に軸支され、順次
ケーシング(1)のスリット(6)を通して砂導入管(5)の周
囲に円筒状に案内され引き出されるようにしてある。こ
の帯状袋地(8)をスリット(6)を通じて砂導入管(5)の周
囲に円筒状に丸めて誘導させる適宜の誘導案内部(10)を
砂導入管(5)の周囲に設けると共に、その帯状袋地(8)の
両端縁8a),(8b)を互いに合わせて加熱接着するためにス
リット部(6)に、溶着するための加熱板(11a),(11b)を内
臓した加熱接着器(11)を設置する。
A slit (6) is provided in the longitudinal direction on one side of the casing (1) around the sand introducing pipe (5). Further, below the sand introducing pipe (5), openings (7) and (7) are provided facing the casing (1). (8) is a belt-shaped bag made of a synthetic fiber having water permeability and thermal adhesiveness, which is wound into a large-diameter roll, and has a casing.
It is rotatably supported on a table (13) provided on one side of the upper part of (1), and is sequentially guided through the slit (6) of the casing (1) around the sand introduction pipe (5) in a cylindrical shape and pulled out. There is. Along with providing a suitable guide guide portion (10) around the sand introduction pipe (5) to guide the band-shaped bag material (8) to be rolled into a cylindrical shape around the sand introduction pipe (5) through the slit (6), Both sides 8a) and (8b) of the strip-shaped bag (8) are heat-bonded by incorporating heating plates (11a) and (11b) for welding in the slit part (6) in order to heat-bond the both edges together. Install the vessel (11).

(9)は前記帯状袋地(8)から形成された筒形の袋体で、砂
ホッパー(4)より砂導入管(5)を経て砂を受け入れ、砂詰
袋体(9a)としてケーシング(1)内を降下し挿入されるよ
うになっている。
(9) is a tubular bag formed from the band-shaped bag (8), receives the sand from the sand hopper (4) through the sand introduction pipe (5), the casing as a sand bag (9a) ( 1) It descends inside and is inserted.

(12)は砂導入管(5)の下方において、ケーシング(1)の開
口部(7)に前記砂詰袋体(9a)を挟持し案内するように設
置した一対のローラで、一つのローラ軸(14)にはその回
転量を検出し砂詰袋体(9a)の長さ及びケーシング(1)と
の共上がりを検出する検出器(15)が設置されている。即
ち砂詰袋体(9a)が降下してケーシング(1)の先端まで挿
入される間ローラ(12),(12)が回転して検出器(15)で検
出され、砂詰袋体(9a)の長さが検出され、またケーシン
グ(1)の所定の深さまでの打ち込み後、ケーシング(1)を
引き上げる時、砂詰袋体(9a)を地中に残置して、ケーシ
ング(1)のみ引き上げられる時はローラ(12)が回転し
て、ケーシング(1)の先端が地上に露出するまでの砂詰
袋体(9a)の製造長さが検出確認され、この時ケーシング
(1)と地中に打ち込まれた砂詰袋体(9a)が一緒について
上がるときはローラ(12),(12)が回転しないので、これ
を検出して砂導入管(5)内に挿入したエア吹込み管(17)
からエアが噴出されて砂詰袋体(9a)を下に押しつけて前
記のケーシング(1)と砂詰袋体(9a)の共上がりを防止出
来るものである。
(12) is a pair of rollers installed below the sand introducing pipe (5) so as to sandwich and guide the sand-filled bag body (9a) in the opening (7) of the casing (1). The shaft (14) is provided with a detector (15) that detects the amount of rotation of the shaft (14) and detects the length of the sand-filled bag (9a) and the rise with the casing (1). That is, while the sand-filled bag body (9a) descends and is inserted into the tip of the casing (1), the rollers (12) and (12) rotate and are detected by the detector (15), and the sand-filled bag body (9a) ) Is detected, and when the casing (1) is pulled up after driving the casing (1) to a predetermined depth, the sand-filled bag body (9a) is left in the ground, and only the casing (1) is The roller (12) rotates when it is pulled up, and the manufacturing length of the sand-filled bag body (9a) until the tip of the casing (1) is exposed to the ground is detected and confirmed.
When (1) and the sand-filled bag body (9a) driven into the ground go up together, the rollers (12), (12) do not rotate, so this is detected and inserted into the sand introduction pipe (5). Air Blown Tube (17)
Air is ejected from the surface to press the sand-filled bag body (9a) downward so that the casing (1) and the sand-filled bag body (9a) can be prevented from rising together.

[発明の効果] この発明は上記のような構成であるから、ケーシングの
打ち込み時には帯状袋地が円筒形に丸められ、その両端
縁が互いに加熱接着器を通して加熱溶着されて筒形袋体
が形成されると共に砂ホッパーの砂導入管より砂が充填
されて、自然にケーシング内の先端まで砂詰袋を挿入で
き、砂杭用の砂詰袋が簡単、容易に且つ連続的に形成で
き、また、ケーシングの所定深さの打ち込み後の引き上
げ時にも砂詰袋体が連続して形成できるので、大径のロ
ール巻の帯状袋地から所望の長さの袋を得られ、従来の
如く加工した袋の使用、及びケーシングへの装着、砂の
充填のための落下、停止動作が全く不要となり、砂杭用
の袋が安く成形でき、袋コストが大幅に低減できる。
EFFECTS OF THE INVENTION Since the present invention has the above-described configuration, the band-shaped bag material is rolled into a cylindrical shape when the casing is driven, and both end edges thereof are heat-welded to each other through the heat-bonding device to form a tubular bag body. At the same time, sand is filled from the sand introduction pipe of the sand hopper, and the sand-filled bag can be naturally inserted up to the tip of the casing, and the sand-filled bag for sand piles can be easily, easily and continuously formed. Since the sand-filled bag can be continuously formed even when the casing is pulled up after being driven to a predetermined depth, a bag of a desired length can be obtained from a belt-shaped bag material having a large diameter roll and processed as in the conventional method. The use of the bag, the attachment to the casing, the dropping operation for filling the sand, and the stopping operation are completely unnecessary, the bag for the sand pile can be inexpensively formed, and the bag cost can be significantly reduced.

又本発明ではケーシングの打ち込み時、引き上げ時のい
ずれの場合でも、ケーシング内にいつも砂詰め袋が詰ま
った状態で行うため、砂詰袋の製造に全く手間と時間が
かからず、軟弱地盤に砂の柱状体を待たずに連続して造
成できる大きな利点がある。
Further, in the present invention, when the casing is driven in and when it is pulled up, since the sand-filled bag is always packed in the casing, the production of the sand-filled bag does not require any labor and time, and the soft ground is not required. There is a great advantage that the sand pillars can be continuously formed without waiting.

更にケーシング内で自動的に形成される砂詰袋は、ロー
ラによってケーシング内に案内され且つ検出器によって
袋の沈み込み深さ及び製造長さを記録し知見出来るばか
りでなく、ケーシングを引き抜く時、砂詰袋体がいつも
詰まっているので重しとなって地中に残置埋設し易く、
砂杭の共上がりを防止できる。また、従来は砂杭ケーシ
ング内への袋体の挿入、及び引き上げ時はケーシング内
は空で引き上げていたので、次の砂杭の打ち込み造成の
準備に手間と時間がかかり、また打ち込み後のケーシン
グ内の砂袋上部に噴出エラーを吹き込み加圧し砂袋の共
上がりを防ぐようにしていたのに比べ、本発明では操
作、施工の煩わしさが解消できると共に、砂詰袋が地中
で曲がったりすることはなく、軟弱地盤の強化を図る砂
の柱状体を連続して常に正確に奇麗に造成でき、非常に
作業効率が良く、高能率で工事期間を大幅に短縮し得る
等、画期的な砂杭造成工法と装置を提供し得るものであ
る。
Furthermore, the sand-filled bag that is automatically formed in the casing is guided by the roller into the casing, and the detector can record and detect the depth of depression and the manufacturing length of the bag, and when the casing is pulled out, Since the sand bag is always clogged, it becomes a weight and it is easy to leave it buried in the ground,
It is possible to prevent the sand pile from rising together. Further, in the past, when the bag body was inserted into the sand pile casing, and when the bag was pulled up, the inside of the casing was pulled up empty, so it took time and time to prepare for the next sand pile driving construction, and the casing after driving In comparison with the case where the jet error is blown into the upper part of the inner sand bag to pressurize the sand bag to prevent the sand bag from rising together, the present invention can eliminate the troublesome operation and construction, and the sand-filled bag bends in the ground. It is possible to construct sand pillars that strengthen the soft ground continuously and accurately and cleanly, which is very efficient and can shorten the construction period with high efficiency. It is possible to provide a new sand pile construction method and device.

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

第1図は本発明の実施例を示す砂杭造成装置の主要部の
断面図、第2図は第1図のA−A部の断面図、第3図は
帯状袋生地から形成される筒袋体の形成状態を示す一部
の側面図、第4図は第1図のB−B部の平面図、第5図
(A)、(B)、(C)、(D)は本発明の施工工程を示す説明図
である。 (1)はケーシング、(2)はシュー、(4)は砂ホッパー、(5)
は砂導入管、(6)はスリット部、(7)は開口部、(8)はロ
ール巻きの帯状袋地、(8a),(8b)は両側縁、(9)は筒形の
袋体、(9a)は砂詰袋体、(11)は加熱接着器、(12)はロー
ラ、(14)はローラ軸、(15)は検出器、(16)はバイブロハ
ンマ、(17)はエア吹込み管。
FIG. 1 is a sectional view of a main part of a sand pile forming apparatus showing an embodiment of the present invention, FIG. 2 is a sectional view of an AA part of FIG. 1, and FIG. 3 is a tube formed from a band-shaped bag material. FIG. 4 is a partial side view showing the formation state of the bag body, FIG. 4 is a plan view of the BB portion of FIG. 1, and FIG.
(A), (B), (C), (D) is explanatory drawing which shows the construction process of this invention. (1) casing, (2) shoe, (4) sand hopper, (5)
Is a sand introduction pipe, (6) is a slit portion, (7) is an opening portion, (8) is a roll-wound belt-shaped bag, (8a) and (8b) are both side edges, and (9) is a tubular bag. , (9a) is a sand-filled bag, (11) is a heat-bonding device, (12) is a roller, (14) is a roller shaft, (15) is a detector, (16) is a vibro hammer, and (17) is an air blower. Including tube.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】バイブロハンマと連結されたケーシングの
真上に位置して設けた砂ホッパーの砂導入管の外周に、
ロール巻きした帯状袋地を円筒状に誘導し、その両側縁
を加熱接着器を通して接着して砂詰袋を形成させ、その
中に砂導入管より砂を充填させながらケーシングをバイ
ブロハンマにより土中に打込み、砂詰袋をケーシングの
上部に設置したローラで案内すると共に、ローラの回転
により砂詰袋のケーシング先端までの沈み込深さを検出
し、ケーシングが所定の深さに達した後、ケーシングを
引き上げて内部の砂詰袋を地中に残置せしめると共に、
その上昇中にも砂詰袋の形成と砂充填を連続して行い、
ケーシング先端が地表面に露出するとケーシング下で砂
詰袋を切断し、その上部の袋端をケーシング内に押し込
み、ケーシングの打ち込みを連続する砂杭造成工法。
1. An outer circumference of a sand introduction pipe of a sand hopper provided directly above a casing connected to a vibro hammer,
A roll-shaped strip-shaped bag is guided into a cylindrical shape, and its both edges are bonded through a heat-bonding device to form a sand-filled bag, and the casing is submerged in the soil with a vibro hammer while filling the sand with a sand introduction tube. While driving, the sand-filled bag is guided by the roller installed on the upper part of the casing, and the submerged depth of the sand-filled bag to the tip of the casing is detected by the rotation of the roller, and after the casing reaches a predetermined depth, the casing And leave the sand-filled bag inside in the ground,
Even during the ascent, formation of sand-filled bags and sand filling are performed continuously,
When the tip of the casing is exposed on the ground surface, the sand-filled bag is cut under the casing, the upper bag end is pushed into the casing, and the casting of the casing is continued.
【請求項2】先端開閉型の鋼管製ケーシングの真上に、
砂ホッパーの砂導入管を挿入して設置し、ケーシングの
上部一側に縦スリットと、砂導入管の下部に対応してケ
ーシングに相対向して開口部を設け、砂ホッパー側部に
ロール巻の帯状袋地を台を介して軸支させ、この帯状袋
地を前記スリット部を通じて砂導入管の周囲に円筒状に
丸めて誘導せしめる案内部と、その縦スリット部に袋地
の両側端を合わせ通過し接着させる加熱接着器を設け、
ケーシングの前記の開口部に、砂導入管より砂の充填さ
れた砂詰袋を挟持案内する一対のローラと、ローラ軸の
回転によりケーシング内への砂詰袋の沈み込み深さ及び
砂詰袋の製造長さを検出する検出器とを設け、更にケー
シング上部にバイブロハンマを連結設置して打ち込み可
能としてなる砂杭造成装置。
2. Immediately above a steel pipe casing with a tip opening / closing type,
Insert and install the sand introduction pipe of the sand hopper, and provide a vertical slit in the upper one side of the casing, and an opening facing the casing corresponding to the lower part of the sand introduction pipe, and roll winding on the side of the sand hopper. The belt-shaped bag of which is pivotally supported through a stand, and the guide portion which guides the belt-shaped bag by rolling it into a cylindrical shape around the sand introduction pipe through the slit portion, and the both side ends of the bag in the vertical slit portion. Providing a heating and bonding device that passes through and bonds
A pair of rollers for sandwiching and guiding the sand-filled bag filled with sand from the sand introduction pipe in the opening of the casing, and the depth of sinking of the sand-filled bag into the casing by the rotation of the roller shaft and the sand-filled bag. And a detector for detecting the manufacturing length, and a vibro hammer is further connected and installed on the upper part of the casing to enable driving.
【請求項3】砂ホッパー及び砂導入管を通してケーシン
グの上部に、外部よりエアを送り込むエア吹込み管を挿
入設置した請求項2記載の砂杭造成装置。
3. The sand pile forming apparatus according to claim 2, wherein an air blowing pipe for feeding air from the outside is inserted and installed in the upper part of the casing through the sand hopper and the sand introducing pipe.
JP3456788A 1988-02-17 1988-02-17 Sand anti-construction method and its equipment Expired - Lifetime JPH0621450B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3456788A JPH0621450B2 (en) 1988-02-17 1988-02-17 Sand anti-construction method and its equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3456788A JPH0621450B2 (en) 1988-02-17 1988-02-17 Sand anti-construction method and its equipment

Publications (2)

Publication Number Publication Date
JPH01210519A JPH01210519A (en) 1989-08-24
JPH0621450B2 true JPH0621450B2 (en) 1994-03-23

Family

ID=12417899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3456788A Expired - Lifetime JPH0621450B2 (en) 1988-02-17 1988-02-17 Sand anti-construction method and its equipment

Country Status (1)

Country Link
JP (1) JPH0621450B2 (en)

Also Published As

Publication number Publication date
JPH01210519A (en) 1989-08-24

Similar Documents

Publication Publication Date Title
US20120132316A1 (en) Mobile Apparatus And Method For Filling An Elongated Bag With Particulate Material
JPH07284871A (en) Reinforcement basket manufacturing method and device
US6560948B1 (en) Tear-off cushions of loose fill packing material, and machine and method for making the same
US6152670A (en) Storage arrangement for cores of a papermaking machine
KR101188522B1 (en) The unit for packing paper
JPH0621450B2 (en) Sand anti-construction method and its equipment
CA2233660A1 (en) Method and device for bagging fruit and the like
KR100547913B1 (en) Packing device for pipes and bars and packing method using the same
US3824760A (en) Method and installation for fabricating, filling and sealing sacks made from thermoplastic hose material
EP2428451B1 (en) Process, system and machine for manufacturing and filling bags
JP3440024B2 (en) Sand pile creation method
WO2001094201A2 (en) Machine and method for bagging elongated produce
CA2278741A1 (en) Storage arrangement
JPH0647964Y2 (en) Gravel pile construction equipment
JPH0629499B2 (en) Gravel pile construction method and its equipment
JPS641604B2 (en)
JPS5810527B2 (en) Method for constructing bagged sand piles in soft ground under water
CN118814787B (en) Mould bag filling ship and filling method
JPH07173825A (en) Method of driving soil improving pile
JPS607092B2 (en) Sand pile construction method
CN217260828U (en) Packing plant for plastics tubular product
CN206447016U (en) Sterile glove apparatus for placing
CN223533791U (en) A type of oral cigarette packaging machine
JP2613884B2 (en) Bagged sand drain method
JP3856522B2 (en) Folded film winding method and folded film winding apparatus