JP2017020264A - Placement device and placement method - Google Patents

Placement device and placement method Download PDF

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JP2017020264A
JP2017020264A JP2015139453A JP2015139453A JP2017020264A JP 2017020264 A JP2017020264 A JP 2017020264A JP 2015139453 A JP2015139453 A JP 2015139453A JP 2015139453 A JP2015139453 A JP 2015139453A JP 2017020264 A JP2017020264 A JP 2017020264A
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wire rope
pipe
tremy
tube
placing
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JP6417291B2 (en
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西尾 章
Akira Nishio
章 西尾
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Kajima Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a placement device using a tremie pipe, which can be lowered/lifted in a suspended state without use of lifting equipment, which dispenses with a hanger, which achieves shortening of removal time and which can reduce hands for removal work, and a placement method.SOLUTION: In a placement device using a tremie pipe 1, a side part of each unit pipe 3 of the tremie pipe 1 is provided with a pipe 25 for being engaged with/disengaged from a wire rope 26; the wire rope 26 capable of being wound up and unwound is inserted through the pipe 25; and an end of the wire rope 26 is locked to the tip of the tremie pipe 1.SELECTED DRAWING: Figure 1

Description

本発明は、トレミー管による打設装置および打設方法に関するものである。   The present invention relates to a placing device and a placing method using a tremy tube.

トレミー管はコンクリート等を底部から打設し始めるための管で、場所打ち杭とか地中連続壁工事において掘削した溝壁に生コンクリートや泥土モルタル等の流動化材料を流し込む際に使用する連結されたパイプを指している。   Tremy pipes are pipes that start casting concrete from the bottom, and are connected when pouring fluidized materials such as ready-mixed concrete and mud mortar into cast-in-place piles or groove walls excavated in underground continuous wall construction. Points to the pipe.

トレミー管の使用は、溝壁の深度は地下130メートルにも達するケースもあるが、一般的には地下70メートル程度が普通である。そして掘削した溝壁に崩壊防止のための泥水又はベントナイト液などの低比重の土質安定液を入れ、トレミー管を挿入して高比重の生コンクリートやソイルセメントを該トレミー管の先端部から流し込む。この時に低比重の土質安定液と高比重の生コンクリートの混合を防ぐため、トレミー管の先端が常に打ち込む材料の天端より2〜6mラップさせて下部にあるようにコントロールする。   The use of a tremy pipe is generally about 70 meters underground, although the depth of the groove wall may reach 130 meters underground. Then, a soil stabilization liquid having a low specific gravity such as mud water or bentonite liquid for preventing collapse is put into the excavated groove wall, and a tremy pipe is inserted to flow high specific gravity ready-mixed concrete or soil cement from the tip of the tremy pipe. At this time, in order to prevent the mixing of the low specific gravity soil stabilizer and the high specific gravity of ready-mixed concrete, the tip of the tremy tube is always controlled to be 2-6 m above the top of the material to be driven and to be in the lower part.

トレミー管の長さは予め種々のものが用意されており、溝壁の深度により6m管、5m管、4m管、3m管、2m管、1m管の中から選択したトレミー管を上下方向に所定長さとなるように連結して、掘削した地中孔の底部近傍に達する長さに延ばして使用に供している。   Various lengths of treme tubes are available in advance. Depending on the depth of the groove wall, the treme tube selected from 6m, 5m, 4m, 3m, 2m, and 1m can be selected in the vertical direction. It is connected so as to have a length, and is extended to reach the vicinity of the bottom of the excavated underground hole for use.

図8はジョイント式トレミー管の一例を示すもので、トレミー管1は上部に位置するホッパー2とその下側に接続する単位管3の接続で構成され、相互に雄ネジ4と雌ネジ5との螺合結合で繋がる。図中6は吊り下げのためのハンガーである。   FIG. 8 shows an example of a joint-type tremy tube. The tremy tube 1 is composed of a hopper 2 located at the upper part and a unit pipe 3 connected to the lower side thereof, and a male screw 4 and a female screw 5 are mutually connected. It is connected by screw connection. In the figure, 6 is a hanger for hanging.

下記特許文献1は施工現場において多数本のトレミー管を連結する際の操作性と安全性を高めて高能率化を図ることができる連結手段とし提案されたものである。
特開2011−6999号公報
The following Patent Document 1 is proposed as a connecting means capable of improving the operability and safety when connecting a large number of tremy pipes at a construction site, thereby achieving high efficiency.
JP 2011-6999 A

図9に示すように、11a,11bは相互に連結するトレミー管である。一方のトレミー管11aの一端部(図示では下端部)に設けた小径の嵌合部14の外壁面には、可撓性を有する棒状体からなる連結具15が挿脱自在な円周状の溝部16が形成されている。   As shown in FIG. 9, 11a and 11b are tremey tubes that are connected to each other. On the outer wall surface of the small-diameter fitting portion 14 provided at one end portion (the lower end portion in the drawing) of one tremy tube 11a, a circumferentially connectable connector 15 made of a flexible rod-shaped body is removably inserted. A groove portion 16 is formed.

他方のトレミー管11bの他端部(図示では上端部)には、前記一方のトレミー管11aに設けた小径の嵌合部14が挿通可能な大径の嵌合部19が設けてあり、この大径の嵌合部19の内壁面には、可撓性を有する棒状体からなる連結具15が挿脱自在な円周状の溝部10が形成されている。   The other end portion (the upper end portion in the drawing) of the other tremy tube 11b is provided with a large-diameter fitting portion 19 through which the small-diameter fitting portion 14 provided in the one tremey tube 11a can be inserted. On the inner wall surface of the large-diameter fitting portion 19, a circumferential groove portion 10 into which a connector 15 made of a flexible rod-like body can be inserted and removed is formed.

更に大径の嵌合部14の外壁面の上記溝部10に対応する部位に、可撓性を有する棒状体からなり、把手15aが付設された連結具15が挿脱自在な長孔状の開口部9を開口している。   Further, a long hole-like opening in which a connecting member 15 made of a flexible rod-like body and provided with a handle 15a is removably attached to a portion corresponding to the groove portion 10 on the outer wall surface of the large-diameter fitting portion 14. The part 9 is opened.

7はトレミー管11bの上端部近傍に装着されたトレミーバンドであり、該トレミーバンド7の縁部の下端面を地中孔の開口縁部に架設した支持部材22の上端面に係合させて支持させる。8はトレミーバンド7を開閉支持するためのピンである。   Reference numeral 7 denotes a tremmy band mounted in the vicinity of the upper end portion of the tremy tube 11b, and the lower end surface of the edge portion of the tremy band 7 is engaged with the upper end surface of the support member 22 installed on the opening edge portion of the underground hole. Support. Reference numeral 8 denotes a pin for opening and closing the tremy band 7.

トレミー管11a,11bを連結する際には、一方のトレミー管11a側の嵌合部14を他方のトレミー管11bの他端部に設けた大径の嵌合部19内に挿通し、溝部16と溝部10とが一致した位置で作業員が連結具15の把手15aを利用して該連結具15を開口部9内に差し込む。   When connecting the tremey pipes 11a and 11b, the fitting part 14 on one tremey pipe 11a side is inserted into a large-diameter fitting part 19 provided at the other end of the other tremy pipe 11b, and the groove part 16 is inserted. The operator inserts the connector 15 into the opening 9 by using the handle 15a of the connector 15 at a position where the groove portion 10 and the groove portion 10 coincide with each other.

すると、小径の嵌合部14と大径の嵌合部19の円周面に沿って形成された溝部16と溝部10内に形成される円環状の孔部内に可撓性を有する棒状体からなる連結具15が環状に収納され、両トレミー管11a,11bを相互に係合して気密封止下に連結することができる。   Then, from the rod-like body having flexibility in the annular hole formed in the groove 16 and the groove 10 formed along the circumferential surface of the small-diameter fitting portion 14 and the large-diameter fitting portion 19. The connecting tool 15 is annularly accommodated, and both tremey tubes 11a and 11b can be engaged with each other and connected under an airtight seal.

一方、両トレミー管11a,11bを引き離す場合には、作業員が把手15aを利用して連結具15を開口部9から引き抜くことにより、小径の嵌合部14が大径の嵌合部19から容易に離反する。   On the other hand, when pulling apart both the tremy tubes 11a and 11b, the operator pulls the connector 15 from the opening 9 using the handle 15a, so that the small-diameter fitting portion 14 is removed from the large-diameter fitting portion 19. Easily separate.

従って上記したトレミー管11a,11bによれば可撓性を有する長尺の連結具15を開口部11から挿脱するだけの操作を行うことによってトレミー管11a,11bを相互に着脱することができる。   Therefore, according to the above-described tremy tubes 11a and 11b, the tremy tubes 11a and 11b can be attached to and detached from each other by performing an operation of simply inserting and removing the flexible long connector 15 from the opening 11. .

前記図8に示すジョイント式トレミー管は雄ネジ4と雌ネジ5とのネジによる結合方式のために、ネジ切加工など製品コストが高いものである。   The joint-type tremy tube shown in FIG. 8 has a high product cost, such as thread cutting, because it is a coupling method using a male screw 4 and a female screw 5.

また、引上げのためにはハンガー6を用いてクレーン等を必要とし、さらに最上部から取り外すにもネジによる結合は解除が面倒であり、下側を支えながら行わねばならないという不便さがある。   Further, a crane or the like is required using the hanger 6 for pulling up, and further, it is inconvenient that the connection with a screw is troublesome to remove from the uppermost part, and it must be performed while supporting the lower side.

図9の特許文献1はトレミー管相互の着脱の容易性は得られるが、トレミー管の引上げ、離脱においては、図9に示すような支持部材22を必要とし、この支持部材22にトレミー管を掛止するための特別な部材、例えば、トレミーバンド7を必要とする。   Although Patent Document 1 in FIG. 9 can easily attach and detach the tremmy pipes, a support member 22 as shown in FIG. A special member for hooking, for example, a tremy band 7 is required.

本発明の目的は前記従来例の不都合を解消し、トレミー管による打設装置において、揚重機を用いることなく吊り降ろしや吊り上げができ、ハンガーも不要であり、さらに、取り外し時間の短縮を実現し、取り外し作業の人手を低減することができる打設装置および打設方法を提供することにある。   The object of the present invention is to eliminate the inconveniences of the conventional examples, and in the installation device using the tremy tube, it can be hung and lifted without using a lifting machine, no hanger is required, and further, the removal time is reduced. Another object of the present invention is to provide a placement device and a placement method that can reduce the manpower required for removal work.

前記目的を達成するため本発明は、打設装置としては、第1に、トレミー管による打設装置において、トレミー管の各単位管の側部にワイヤーロープへの係脱パイプを設け、巻き上げ・繰り出し可能なワイヤーロープをこの係脱パイプを挿通させ、ワイヤーロープ端部をトレミー管先端に係止したこと、第2に、ワイヤーロープはウインチにより巻き上げ・繰り出しを行うこと、第3に、ワイヤーロープはトレミー管の左右両側に対として配設することを要旨とするものである。   In order to achieve the above object, the present invention provides, as a driving device, firstly, in a tremmy device, a connecting / disconnecting pipe to a wire rope is provided on the side of each unit tube of the tremy tube, A wire rope that can be fed is inserted through this engagement / disengagement pipe, and the end of the wire rope is locked to the tip of the tremmy tube. Second, the wire rope is wound and fed by a winch. Third, the wire rope The gist is that they are arranged in pairs on the left and right sides of the tremy tube.

また、打設方法としては、第1に、トレミー管の各単位管の側部にワイヤーロープへの係脱パイプを設け、巻き上げ・繰り出し可能なワイヤーロープをこの係脱パイプを挿通させ、ワイヤーロープ端部をトレミー管先端に係止した打設装置を使用し、該ワイヤーロープの端部でトレミー管全体を支承し、打設後、ワイヤーロープの巻き上げと、支承状態の維持とを交互に繰り返しながら最上部の各単管を順次外すこと、第2に、ワイヤーロープの張力を監視し、コンクリート等の打ち上がり状態を判別することを要旨とするものである。   In addition, as a placing method, first, an engagement / disengagement pipe to the wire rope is provided on the side of each unit tube of the tremy tube, and a wire rope that can be rolled up and fed is inserted through the engagement / disengagement pipe. Using a driving device with the end locked to the tip of the tremy tube, the entire tremy tube is supported by the end of the wire rope, and after the driving, the winding of the wire rope and the maintenance of the supported state are repeated alternately. However, the gist is to sequentially remove each single pipe at the top, and secondly, to monitor the tension of the wire rope and to determine the state of the concrete or the like.

請求項1記載および請求項4記載の本発明によれば、巻き上げ・繰り出し可能なワイヤーロープでトレミー管全体を吊って上げ下げするので、最上部のトレミー管を取り外すのに揚重機(全体を吊る)は不要であり、常時下から吊ってあるので、管取り外しの中の管全体の重量を考えなくてよい。トレミー管全体を吊るので玉掛けを管外にする必要はなくなる。また、取り外し時間の短縮、取り外し作業の人手が減る。   According to the first and fourth aspects of the present invention, since the entire tremmy pipe is hung up and down with a wire rope that can be wound and unwound, the lifting machine (hangs the whole) is used to remove the uppermost tremy pipe. Is not necessary and is always suspended from the bottom, so it is not necessary to consider the weight of the entire tube during tube removal. Since the entire tremy tube is suspended, there is no need to remove the sling from the tube. In addition, the removal time is shortened and the number of manual removal operations is reduced.

また、常時下から吊るのでトレミー管の各単位管の相互の接続の管継手をネジ切りにしなくてよく、製造コストを下げることができる。   Moreover, since it is suspended from the bottom at all times, it is not necessary to thread the pipe joints of the unit pipes of the tremmy pipes, and the manufacturing cost can be reduced.

請求項2記載の本発明によれば、ワイヤーロープはウインチにより巻き上げ・繰り出しを行うことにより、効率的にかつ制御可能に巻き上げ・繰り出しを行うことができる。   According to the second aspect of the present invention, the wire rope can be wound and fed efficiently and controllable by winding and unwinding with a winch.

請求項3記載の本発明によれば、ワイヤーロープはトレミー管の左右両側に対として配設することで、左右で安定して支承できる。   According to the third aspect of the present invention, the wire ropes can be supported stably on the left and right sides by arranging them as a pair on both the left and right sides of the tremy tube.

請求項5記載の本発明によれば、トレミー管中のコンクリートが上がってくると、トレミー管は下に引き込まれる力を受けるのでウインチ張力を監視することでコンクリート閉塞の有無を把握することができる。   According to the fifth aspect of the present invention, when the concrete in the tremy pipe rises, the tremy pipe receives a force drawn downward, so that it is possible to grasp the presence or absence of concrete blockage by monitoring the winch tension. .

以上述べたように本発明の打設装置および打設方法は、トレミー管による打設装置において、揚重機を用いることなく吊り降ろしや吊り上げができ、ハンガーも不要であり、さらに、取り外し時間の短縮を実現し、取り外し作業の人手を低減することができるものである。   As described above, the placing device and the placing method according to the present invention can be hung and lifted without using a lifting machine in a placing device using a tremy tube, no hanger is required, and further, the removal time is shortened. This can reduce the manpower required for the removal work.

以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明の打設装置および打設方法の第1実施形態を示す正面図で、図中1はトレミー管、3はその単位管で、トレミー管による打設装置である。なお、ホッパーについての図示は省略してある。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a front view showing a first embodiment of a driving device and a driving method according to the present invention. In FIG. 1, reference numeral 1 denotes a tremy tube, 3 denotes a unit tube, which is a driving device using a tremy tube. In addition, illustration about a hopper is abbreviate | omitted.

トレミー管1の各単位管3の側部にワイヤーロープ26への係脱パイプ25を設け、巻き上げ・繰り出し可能なワイヤーロープ26をこの係脱パイプを挿通させる。   An engagement / disengagement pipe 25 to the wire rope 26 is provided on the side of each unit tube 3 of the tremy tube 1, and the engagement / disengagement pipe is inserted through the wire rope 26 that can be wound and fed.

係脱パイプ25のワイヤーロープ26への係脱方法は、ワイヤーロープ26の側方から係脱パイプ25を嵌めるものであればその構造を問わないが、一例として図2に示すように係脱パイプ25はワイヤーロープ26が出し入れできるスリット25aを形成し、このスリット25aを介して係脱パイプ25内にワイヤーロープ26を取り込めるようにする。   The engagement / disengagement method of the engagement / disengagement pipe 25 to / from the wire rope 26 is not limited as long as the engagement / disengagement pipe 25 can be fitted from the side of the wire rope 26. However, as shown in FIG. 25 forms a slit 25a through which the wire rope 26 can be taken in and out, and the wire rope 26 can be taken into the engagement / disengagement pipe 25 through the slit 25a.

なお、係脱パイプ25は取り込んだワイヤーロープ26が簡単に抜け出ないだけの長さを有するものとする。   It is assumed that the engagement / disengagement pipe 25 has such a length that the taken-in wire rope 26 cannot be easily pulled out.

前記ワイヤーロープ26は地上に設置するウインチ27により巻き上げ・繰り出し可能なものとする。   The wire rope 26 can be wound and fed out by a winch 27 installed on the ground.

また、他の方法として係脱パイプ25を縦方向に分割し、開閉できるようにして同様な作用ができるようにしてもよい。   As another method, the engagement / disengagement pipe 25 may be divided in the vertical direction so that it can be opened and closed so that the same operation can be performed.

係脱パイプ25に挿通させたワイヤーロープ26の先端はトレミー管1の先端(最下段の単位管3の先端)で係脱できるように係止する。この係止方法も特に限定はなく、ボルト・ナット止などでもよいが、図3、図4に示すようにロープ挿通管28を取付け(スリットなし)、ここからワイヤーロープ26の先端が抜け出ないように留め具29を取付ける。   The distal end of the wire rope 26 inserted into the engagement / disengagement pipe 25 is locked so that it can be engaged / disengaged at the distal end of the tremy tube 1 (the distal end of the lowest unit tube 3). The locking method is not particularly limited and may be bolts and nuts, but a rope insertion tube 28 is attached (no slit) as shown in FIGS. 3 and 4 so that the tip of the wire rope 26 does not come out from here. Attach the fasteners 29 to the

留め具としては前記ボルト・ナット・ワッシャー等でもよいが、しっかりと係止することができ、かつ、手などで簡単に外せるものが望ましく、図示のようにシャックルを利用してもよい。   The fasteners may be the bolts, nuts, washers, etc., but those that can be firmly locked and easily removed by hand are desirable, and shackles may be used as shown.

ワイヤーロープ26はトレミー管1の左右に配置するものであり、そのために係脱パイプ25は単位管3の左右に180°間隔で取り付ける。また、ウインチ27も2台設置するものである。   The wire ropes 26 are arranged on the left and right sides of the tremy tube 1, and for this purpose, the engagement / disengagement pipes 25 are attached to the left and right of the unit tube 3 at intervals of 180 °. Two winches 27 are also installed.

単位管3同士の接続はこれを従来のようなネジ継手にする必要はなく、図7に示すように単なる嵌合30により嵌め合わせて接続することができる。   The unit tubes 3 need not be connected to each other by a conventional threaded joint, and can be connected by simply fitting 30 as shown in FIG.

図5、図6は本発明の第2実施形態を示すもので、単位管3は相互にカラー31により接続するものとし、係脱パイプ25はこれを単位管3に設けるのではなく、カラー31の左右側部に設けるものとした。   FIGS. 5 and 6 show a second embodiment of the present invention. The unit tubes 3 are connected to each other by a collar 31, and the engagement / disengagement pipe 25 is not provided in the unit tube 3, but the collar 31. It was supposed to be provided on the left and right side parts.

このようにカラー31をもって継手とする場合には、単位管3を嵌合させるには、突き合わせるだけでよい。   In this way, when the collar 31 is used as the joint, in order to fit the unit tube 3, it is only necessary to abut.

図1、図5においてホッパーの図示を省略したが、最上部にはホッパーが接続される。また、最上部にはトラックミキサーのシュートが接続される場合もある。   Although the hopper is not shown in FIGS. 1 and 5, the hopper is connected to the top. In some cases, a chute of a track mixer is connected to the top.

前記第1実施形態および第2実施形態ともにワイヤーロープ26の途中またはウインチ27に張力計32を設け、そのデータをパソコン等に取り込み、その張力によりその重量を管理し重量が増加傾向を示すようならば、トレミー管内が閉塞していると判定する。   In both the first embodiment and the second embodiment, if a tension meter 32 is provided in the middle of the wire rope 26 or on the winch 27, the data is taken into a personal computer or the like, the weight is managed by the tension, and the weight tends to increase. For example, it is determined that the inside of the tremy tube is blocked.

次に前記打設装置を用いる本発明の打設方法について説明する。まず、トレミー管1のセットについては、先端(最下段)の単位管3の先端をワイヤーロープ26で支承しながらワイヤーロープ26を繰り出し、順次単位管3を継ぎ足しながらトレミー管1を降ろしていく。   Next, the placement method of the present invention using the placement device will be described. First, with respect to the set of tremy tubes 1, the wire rope 26 is fed out while supporting the tip of the unit tube 3 at the tip (lowermost stage) with the wire rope 26, and the tremy tube 1 is lowered while the unit tubes 3 are sequentially added.

単位管3の継ぎ足しに関してはワイヤーロープ26の繰り出しを停止し、単位管3の上に単位管3を接続すればよい。   With respect to the addition of the unit pipe 3, the feeding of the wire rope 26 may be stopped and the unit pipe 3 may be connected on the unit pipe 3.

継ぎ足した単位管3は係脱パイプ25にワイヤーロープ26を横から差し入れることで、ワイヤーロープ26が係脱パイプ25に取り込まれる。   The unit rope 3 that has been added is inserted into the engagement / disengagement pipe 25 by inserting the wire rope 26 from the side into the engagement / disengagement pipe 25.

このようにしてトレミー管1を吊降ろしセットしたならば、トレミー管1の全体がワイヤーロープ26で吊り支承されている状態で、コンクリート等の打設を行う。   When the tremy tube 1 is suspended and set in this manner, concrete or the like is placed in a state where the entire tremy tube 1 is suspended and supported by the wire rope 26.

その際、張力計32によりワイヤーロープ26のウインチ張力を監視すれば、コンクリート等が上がってくると、トレミー管1は下に引き込まれる力を受けるので、コンクリート等の打ち上がり状態を読むことができる。   At that time, if the tension gauge 32 monitors the winch tension of the wire rope 26, when the concrete or the like rises, the tremy tube 1 receives a force drawn downward, so that the state of the concrete or the like can be read. .

打設後、ワイヤーロープ26を巻き上げてトレミー管1を引き上げるが、ホッパーを含めて最上部に位置するものから順次取り外す時は引き上げを停止し、支承状態を維持しながら行う。   After placing, the wire rope 26 is wound up and the tremy pipe 1 is pulled up, but when removing from the uppermost one including the hopper, the pulling is stopped and the supporting state is maintained.

最上部に位置する単位管3は係脱パイプ25からワイヤーロープ26を外すことで簡単に撤去することができ、このようにワイヤーロープ26の巻き上げと支承状態の維持とを交互に繰り返しながら各単位管3を順次外すことができる。   The unit pipe 3 located at the top can be easily removed by removing the wire rope 26 from the engagement / disengagement pipe 25. Thus, each unit is repeated while alternately winding up the wire rope 26 and maintaining the support state. The tube 3 can be removed sequentially.

本発明の打設装置および打設方法の第1実施形態を示す正面図である。It is a front view which shows 1st Embodiment of the placement apparatus and placement method of this invention. 本発明の打設装置の第1実施形態を示す要部の横断平面図である。It is a cross-sectional top view of the principal part which shows 1st Embodiment of the placement apparatus of this invention. 本発明の打設装置の先端部の正面図である。It is a front view of the front-end | tip part of the placement apparatus of this invention. 本発明の打設装置の先端部の要部の斜視図である。It is a perspective view of the principal part of the front-end | tip part of the placement apparatus of this invention. 本発明の打設装置および打設方法の第2実施形態を示す正面図である。It is a front view which shows 2nd Embodiment of the placement apparatus and placement method of this invention. 本発明の打設装置の第2実施形態を示す要部の横断平面図である。It is a cross-sectional top view of the principal part which shows 2nd Embodiment of the placement apparatus of this invention. 本発明の打設装置の第2実施形態を示す要部の縦断側面図である。It is a vertical side view of the principal part which shows 2nd Embodiment of the placement apparatus of this invention. ジョイント式トレミー管の一例を示す正面図である。It is a front view showing an example of a joint type tremy tube. 従来例を示す斜視図である。It is a perspective view which shows a prior art example.

1…トレミー管 2…ホッパー
3…単位管 4…雄ネジ
5…雌ネジ 6…ハンガー
7…トレミーバンド 8…ピン
9…開口部 10…溝部
11a,11b…トレミー管 14…嵌合部
15…連結具 15a…把手
16…溝部 19…嵌合部
22…支持部材 25…係脱パイプ
25a…スリット 26…ワイヤーロープ
27…ウインチ 28…ロープ挿通管
29…留め具 30…嵌合
31…カラー 32…張力計
DESCRIPTION OF SYMBOLS 1 ... Tremy pipe 2 ... Hopper 3 ... Unit pipe 4 ... Male screw 5 ... Female screw 6 ... Hanger 7 ... Tremy band 8 ... Pin 9 ... Opening part 10 ... Groove part 11a, 11b ... Tremy pipe 14 ... Fitting part 15 ... Connection Tool 15a ... handle 16 ... groove 19 ... fitting part 22 ... support member 25 ... engagement / disengagement pipe 25a ... slit 26 ... wire rope 27 ... winch 28 ... rope insertion tube 29 ... fastener 30 ... fitting 31 ... collar 32 ... tension Total

Claims (5)

トレミー管による打設装置において、トレミー管の各単位管の側部にワイヤーロープへの係脱パイプを設け、巻き上げ・繰り出し可能なワイヤーロープをこの係脱パイプを挿通させ、ワイヤーロープ端部をトレミー管先端に係止したことを特徴とする打設装置。   In a tremmy pipe placing device, an engagement / disengagement pipe to the wire rope is provided on the side of each unit tube of the tremy pipe, and a wire rope that can be wound and fed is inserted through this engagement / disengagement pipe, and the end of the wire rope is connected A driving device characterized by being locked to a tube tip. ワイヤーロープはウインチにより巻き上げ・繰り出しを行う請求項1記載の打設装置。   2. The driving device according to claim 1, wherein the wire rope is wound and unwound by a winch. ワイヤーロープはトレミー管の左右両側に対として配設する請求項1記載の設装置。   The installation device according to claim 1, wherein the wire ropes are arranged in pairs on the left and right sides of the tremy tube. トレミー管の各単位管の側部にワイヤーロープへの係脱パイプを設け、巻き上げ・繰り出し可能なワイヤーロープをこの係脱パイプを挿通させ、ワイヤーロープ端部をトレミー管先端に係止した打設装置を使用し、該ワイヤーロープの端部でトレミー管全体を支承し、打設後、ワイヤーロープの巻き上げと、支承状態の維持とを交互に繰り返しながら最上部の各単管を順次外すことを特徴とする打設方法。   Placing / disconnecting pipes to / from the wire rope on the side of each unit pipe of the tremy pipe, inserting a wire rope that can be rolled up and unwinding through this pipe, and placing the end of the wire rope at the tip of the tremey pipe Use the device to support the entire tremy tube at the end of the wire rope, and after placing, remove the uppermost single tube in turn while repeating the winding of the wire rope and maintaining the supported state alternately. A characteristic placement method. ワイヤーロープの張力を監視し、コンクリートの打ちあがり状態を判別する請求項4記載の打設方法。   5. The placing method according to claim 4, wherein the tension of the wire rope is monitored to determine the concrete launching state.
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