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JP4317954B2 - Water bottom casting device for fluid mud - Google Patents
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JP4317954B2 - Water bottom casting device for fluid mud - Google Patents

Water bottom casting device for fluid mud Download PDF

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Publication number
JP4317954B2
JP4317954B2 JP02526499A JP2526499A JP4317954B2 JP 4317954 B2 JP4317954 B2 JP 4317954B2 JP 02526499 A JP02526499 A JP 02526499A JP 2526499 A JP2526499 A JP 2526499A JP 4317954 B2 JP4317954 B2 JP 4317954B2
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Japan
Prior art keywords
crushing
water
mud
elastic cylinder
cylinder
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 - Fee Related
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JP02526499A
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Japanese (ja)
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JP2000220143A (en
Inventor
雄一 谷
義一 野元
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Penta Ocean Construction Co Ltd
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Penta Ocean 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.)
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Priority to JP02526499A priority Critical patent/JP4317954B2/en
Publication of JP2000220143A publication Critical patent/JP2000220143A/en
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Description

【0001】
【発明の属する技術分野】
本発明は、浚渫土砂にセメント系の固化剤を混入した固化処理浚渫泥土からなる流動性泥状材の水底への打設を、トレミー管などの流下筒を使用して行う流動性泥状材の水底打設装置に関する。
【0002】
【従来の技術】
一般に、水底に場所打ちのコンクリート構造物を構築する際に、トレミー管が使用されている。この従来のトレミー管によるコンクリート打設は、最初に投下されたコンクリート内にトレミー管の先端を没入させた状態を維持させつつトレミー管を上昇させて順次コンクリートの打設を行うことにより、次々に投下されるコンクリートが水に洗われるのを防止し、一定の品質のコンクリート構造物が得られるようにしている。
【0003】
また、トレミー管の筒先管理は、レッドを使用した深度測定によりトレミー管高さを決定する方法や、潜水夫による目視による方法などによって行われている。
【0004】
【発明が解決しようとする課題】
上述のような従来の方法では、コンクリートの打設作業においてトレミー管を早く上げ過ぎると管内に水が混入してしまい、また上げが遅れると筒先が埋まり過ぎてコンクリートが流れ出なくなってしまい、常に最適の状態でコンクリートの打設ができないという問題があった。
【0005】
また、近年において、港湾における航路維持等のための浚渫によって生じる浚渫土砂の処理や、海底の地盤改良の目的から、浚渫土砂にセメント系の固化剤を混入させて海底に戻し、一定以上の強度の固化地盤を形成する方法が開発されつつある。
【0006】
このような浚渫土砂にセメント系固化剤を混入させた泥状材を海底に打設する場合は、通常のコンクリートに比べて固化剤の添加割合も小さいものであるため、打設中に水に洗われると、品質の低下が大きく、また、泥土や固化剤が水中に拡散し、水域を汚染することが考えられるため、打設に際しては常に筒先を先に打設した処理材内に没入させた状態を維持させる必要がある。
【0007】
一方、このような固化処理浚渫泥土は、コンクリートのように流動性が一定ではなく、場合によってはコンクリートに比べて流動性が低く、従来のトレミー管では、水底に打設する際に、先に打設された盛土内に流下筒の下端を埋没させた状態では自然流下し難い事態が生じるなどの問題があった。
【0008】
本発明は、このような従来の問題に鑑み、打設しようとする固化処理浚渫泥土からなる流動性泥状材の流動性に多少のばらつきがあっても、筒先を先に打設した泥状材内に没入させた状態を維持しつつ、確実な打設が可能で、しかも微妙な筒先高さ管理を要せずに良好な水底打設ができる流動性泥状材の水底打設装置の提供を目的としてなされたものである。
【0009】
【課題を解決するための手段】
上述の如き従来の問題を解決し、所期の目的を達成するための本発明に係る流動性泥状材の水底打設装置の特徴は、水面上より水底面に向けて垂下させた泥状材流下筒と、該流下筒の上端に流動性泥状材を連続的若しくは間欠的に供給する泥状材供給装置とを有し、前記流下筒に、該流下筒の少なくとも一部を構成するゴム若しくは合成ゴムなどの柔軟材料を主体にした筒状体からなる弾性筒部と、該弾性筒部をその外周側から半径方向に押し潰し、該押し潰し位置を下方に順次移動させる潰し機構とからなるチューブポンプ機構を備え、前記泥状材供給装置により、浚渫土砂にセメント系固化剤を混入させた固化処理浚渫泥土からなる流動性泥状材を供給させ、該泥状材流下筒の下端を、先に流下されて水底に盛り上げられた流動性泥状材内に埋没させた状態で、流動性泥状材を順次水底に流下させるようにしたことにある。
【0010】
尚、弾性筒部の半径方向に往復動作する潰し具を、該弾性筒の軸方向に並べて複数備え、上方の潰し具から順に潰し方向に動作させるようにした潰し機構を備えること、及び、弾性筒部の外側にあって、該弾性筒部の軸方向に張設した無端状のベルト若しくはチェーン等の旋回駆動体に、一定間隔毎に潰し具を固定し、前記旋回駆動体旋回動作によって潰し具を上方から下方に移動させるようにした潰し機構を備えることが好ましい。
【0011】
【発明の実施の形態】
次に本発明の実施の形態を図面について説明する。図1〜図3は本発明の第一実施形態を示しており、図において、1はトレミー管からなる泥状材流下筒であり、作業船2から水底に垂下され、上端のホッパー3より、浚渫土にセメント系の固化剤を添加した固化処理浚渫泥土からなる流動性泥状材Aを投入し、流下筒1を通して水底に流下させるようにしている。
【0012】
また、流下筒1はその下端が先に水底に打設して盛り上げられた処理材Aの表面より稍低い位置を保つように、その下端開口の高さを上下に調節できるようになっている。
【0013】
流下筒1の途中にはチューブポンプ機構10が備えられている。この機構は図2に示すように、流下筒1の一部を構成するゴム若しくは合成ゴムなどの柔軟材料を主体にした弾性筒部11と、この弾性筒部11を互いに挟み込んで押し潰す左右一対のローラ状を有する潰し具12a,12b……を夫々有する複数の潰し機構12,12……とから構成されている。この潰し機構12,12……は、上下配置に一定間隔を隔てて設置されており、各潰し具12a,12bはそれぞれの支持フレーム13,13に固定された油圧シリンダーからなる往復駆動機構14a,14bによって往復動作されるようになっている。
【0014】
このように構成されるチューブポンプ機構10は、各対の潰し具12a,12bを同時に互いに接近する方向に動作させることによって弾性筒部11を潰し、離反する方向に動作させることによって潰しを解除させるものであり、押し潰しが解除されることによって、弾性筒部11は水自らの復帰力によってもとの円筒形状に戻るようになっている。
【0015】
このチューブポンプ機構10は、上部の潰し機構12から順に潰し、潰し解除を順次行わせることにより柔軟筒11内へ上方から流下してくる泥状材Aを強制的に下方に押し出すものであり、図3(a)〜(e)に示すように、互いに隣り合う上側の潰し機構12が潰し状態にある時に下側の潰し機構12の潰し動作を開始させることにより、上方への逆流が阻止された状態で柔軟筒11が押し潰されることとなり、これによって下方への強制送りがなされる。
【0016】
またチューブポンプ機構は他の構造であってもよく、図4はチューブポンプ機構の別の実施形態を示しており、この機構20では、弾性筒部11の両側に一対の無端チェーン21,21を設置し、その各無端チェーン21にそれぞれ互いに対をなす潰し具22a,22bを一定間隔毎に設置しておき、無端チェーン21,21をそれぞれ弾性筒部11側が下向きになるように駆動させることにより、図4(a)〜(b)に示すように一対の潰し具22a,22bによって潰された位置が下方に移動し、内部の泥状材Aが順次下方に強制送りされる。
【0017】
尚、潰し具22a,22bは、筒表面に摺接する駒状のものの他、筒表面に転接するローラーであってもよい。
【0018】
【発明の効果】
上述のように、本発明に係る流動性泥状材の水底打設装置は、流下筒に、該流下筒の少なくとも一部を構成するゴム若しくは合成ゴムなどの柔軟材料を主体にした筒状体からなる弾性筒部と、該弾性筒部をその外周側から半径方向に押し潰し、該押し潰し位置を下方に順次移動させる潰し機構とからなるチューブポンプ機構を備えたことにより、打設しようとする流動性泥状材の流動性が低く、筒先を先に打設した流動性泥状材内に没入させた状態では自然流下がなされない場合であっても、確実な打設が可能となり、しかも筒先が先に打設した泥状材内に深く入って、筒内の流下抵抗が大きくなっても確実に打設ができ、微妙な筒先高さ管理を要せずに良好な水底打設ができる。
【0019】
また、弾性筒部の半径方向に往復動作する潰し具を、該弾性筒の軸方向に並べて複数備え、上方の潰し具から順に潰し方向に動作させるようにした潰し機構を用いることにより、水中動作による摩耗部分を少なくでき、海水による腐食や泥状材との接触による機構部分の摩耗が少なく、耐久性の高い装置が得られる。
【0020】
更に、弾性筒部の外側にあって、該弾性筒部の軸方向に張設した無端状のベルト若しくはチェーン等の旋回駆動体に、一定間隔毎に潰し具を固定し、前記旋回駆動体旋回動作によって潰し具を上方から下方に移動させるようにした移動潰し機構を用いることにより、簡単な機構を連続旋回動作させるのみで強制送りが得られる。
【図面の簡単な説明】
【図1】 本発明に係る装置の一例を示す側面図である。
【図2】同上のチューブポンプ機構を示す断面図である。
【図3】 (a)〜(e)は同上の動作状態を示す説明図である。
【図4】 本発明に使用するチューブポンプ機構の他の例を示すもので、(a)〜(e)は同上の動作状態を示す断面図である。
【符号の説明】
A 流動性泥状材
1 泥状材流下筒
2 作業船
3 ホッパー
10 チューブポンプ
11 弾性筒部
12 潰し機構
12a,12b 潰し具
13 支持フレーム
14 往復駆動機構
20 チューブポンプ機構
21 無端チェーン
22a,22b 潰し具
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a fluid mud material in which a fluid mud material made of solidified dredged clay mixed with cement-based solidifying agent is added to the bottom of the water using a falling cylinder such as a tremy pipe. The present invention relates to a water bottom casting apparatus.
[0002]
[Prior art]
In general, tremy pipes are used in the construction of cast-in-place concrete structures at the bottom of the water. This conventional pouring of concrete with tremy pipes is performed one after another by sequentially pouring concrete by raising the tremy pipe while maintaining the state where the tip of the tremy pipe is immersed in the initially dropped concrete. The dropped concrete is prevented from being washed with water so that a concrete structure of a certain quality can be obtained.
[0003]
Further, the tube tip management of the tremy tube is performed by a method of determining the height of the tremy tube by depth measurement using red, a method of visual observation by a diver, or the like.
[0004]
[Problems to be solved by the invention]
In the conventional method as described above, if the tremmy pipe is raised too early in the concrete placing work, water will be mixed in the pipe, and if the raising is delayed, the tube tip will be filled too much and the concrete will not flow out, which is always optimal. There was a problem that concrete could not be placed in this state.
[0005]
Also, in recent years, for the purpose of processing dredged sand caused by dredging for maintaining the channel in the port and improving the ground of the seabed, cement-based solidifying agent is mixed into the dredged sand and returned to the seabed. A method of forming solidified ground is being developed.
[0006]
When placing a sludge mixed with a cement-based solidifying agent in such dredged soil on the seabed, the addition rate of the solidifying agent is small compared to normal concrete, so When washed, the quality is greatly degraded, and mud and solidifying agents may diffuse into the water and contaminate the water area. Therefore, when placing, always place the tube tip into the treated material that was placed first. It is necessary to maintain the state.
[0007]
On the other hand, such solidified dredged mud is not constant in fluidity like concrete, and in some cases it is less fluid than concrete. In conventional tremy pipes, In the state where the lower end of the falling cylinder was buried in the embankment that was laid, there was a problem that it was difficult to flow down naturally.
[0008]
In view of such a conventional problem, the present invention provides a mud-like shape in which the tube tip is cast first even if there is some variation in the fluidity of the fluid mud material composed of the solidified dredged clay to be cast. A fluid muddy material water bottom casting device that can be placed reliably while maintaining the state of being immersed in the material, and can perform good water bottom placement without requiring subtle cylinder tip height management. It was made for the purpose of provision.
[0009]
[Means for Solving the Problems]
In order to solve the conventional problems as described above and achieve the intended purpose, the feature of the water- bottom casting device of the fluid mud material according to the present invention is a mud that is suspended from the water surface toward the water surface. A material dropping cylinder, and a mud material supply device that continuously or intermittently supplies a fluid mud material to the upper end of the falling cylinder, and at least a part of the falling cylinder is configured in the falling cylinder An elastic cylinder part composed of a cylindrical body mainly composed of a flexible material such as rubber or synthetic rubber, and a crushing mechanism that crushes the elastic cylinder part in the radial direction from the outer peripheral side and sequentially moves the crushing position downward. A fluidized mud material made of solidified treated mud soil in which a cement-based solidifying agent is mixed with dredged sand, and the lower end of the mud material falling cylinder. The fluid mud that was flown down to the bottom of the water In a state of being embedded in, in that so as to flow down a flowable slurry material sequentially sea bed.
[0010]
It is to be noted that a plurality of crushing tools that reciprocate in the radial direction of the elastic cylinder portion are provided side by side in the axial direction of the elastic cylinder, a crushing mechanism that is operated in the crushing direction in order from the upper crushing tool, and elastic A crushing tool is fixed at regular intervals to a swivel drive body such as an endless belt or chain that is outside the tube portion and is stretched in the axial direction of the elastic tube portion, and is crushed by the swivel operation of the swivel drive body. It is preferable to provide a crushing mechanism that moves the tool from above to below.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the present invention will be described with reference to the drawings. 1 to 3 show a first embodiment of the present invention. In the figure, 1 is a sludge downflow cylinder made of a tremy tube, which is suspended from the work ship 2 to the bottom of the water, and from the hopper 3 at the upper end, A fluid mud material A made of a solidified dredged clay with a cement-based solidifying agent added to the dredged clay is introduced and allowed to flow down to the bottom of the water through the downflow cylinder 1.
[0012]
Further, the lower end opening of the downflow cylinder 1 can be adjusted up and down so that the lower end of the downflow cylinder 1 is kept at a position slightly lower than the surface of the treatment material A that has been raised on the bottom of the water first. .
[0013]
A tube pump mechanism 10 is provided in the middle of the falling cylinder 1. As shown in FIG. 2, this mechanism includes an elastic cylinder part 11 mainly composed of a flexible material such as rubber or synthetic rubber constituting a part of the falling cylinder 1 and a pair of left and right parts that sandwich and crush the elastic cylinder part 11 with each other. Is composed of a plurality of crushing mechanisms 12, 12... Each having crushing tools 12a, 12b. The crushing mechanisms 12, 12... Are arranged at regular intervals in the vertical arrangement, and each crushing tool 12 a, 12 b is a reciprocating drive mechanism 14 a made up of a hydraulic cylinder fixed to the support frame 13, 13. 14b is reciprocated.
[0014]
The tube pump mechanism 10 configured as described above crushes the elastic cylinder portion 11 by operating each pair of crushing tools 12a and 12b simultaneously in directions approaching each other, and releases crushing by operating them in directions away from each other. By releasing the crushing, the elastic cylinder portion 11 returns to the original cylindrical shape by the restoring force of water itself.
[0015]
This tube pump mechanism 10 is forcibly pushing down the mud material A flowing down from above into the flexible cylinder 11 by sequentially crushing from the crushing mechanism 12 on the upper side and performing crushing release sequentially. As shown in FIGS. 3A to 3E, when the upper crushing mechanisms 12 adjacent to each other are in the crushing state, the crushing operation of the lower crushing mechanism 12 is started, thereby preventing the backward flow upward. In this state, the flexible cylinder 11 is crushed, thereby forcibly feeding it downward.
[0016]
The tube pump mechanism may have another structure, and FIG. 4 shows another embodiment of the tube pump mechanism. In this mechanism 20, a pair of endless chains 21 and 21 are provided on both sides of the elastic cylinder portion 11. By installing the crushing tools 22a and 22b that make a pair with each endless chain 21 at regular intervals, and driving the endless chains 21 and 21 so that the elastic cylinder portion 11 side faces downward, respectively. 4 (a) to 4 (b), the positions crushed by the pair of crushing tools 22a and 22b move downward, and the internal mud material A is forcibly fed downward sequentially.
[0017]
In addition, the crushing tools 22a and 22b may be rollers that are in rolling contact with the cylinder surface in addition to the piece-like ones that are in sliding contact with the cylinder surface.
[0018]
【The invention's effect】
As described above, the water-bottom casting apparatus for a fluid mud material according to the present invention is a cylindrical body mainly composed of a flexible material such as rubber or synthetic rubber constituting at least a part of the falling cylinder. A tube pump mechanism comprising: an elastic cylinder portion comprising: an elastic cylinder portion; and a crushing mechanism that crushes the elastic cylinder portion in a radial direction from the outer peripheral side and sequentially moves the crushing position downward. The fluidity of the fluid mud material is low, and even when natural flow does not occur in the state where the tube tip is immersed in the fluid mud material that has been placed first, reliable placement is possible. In addition, the tube tip enters deeply into the muddy material that was previously placed, and even if the flow resistance in the tube increases, it can be placed reliably, and there is no need to manage the height of the tube well. Can do.
[0019]
In addition, by using a crushing mechanism in which a plurality of crushing tools that reciprocate in the radial direction of the elastic cylinder portion are arranged in the axial direction of the elastic cylinder and operated in the crushing direction in order from the upper crushing tool, The wear part due to the seawater can be reduced, and the wear of the mechanical part due to the corrosion by the seawater or the contact with the muddy material is reduced, and a highly durable device can be obtained.
[0020]
Further, a crushing tool is fixed to a turning drive body such as an endless belt or chain which is outside the elastic cylinder portion and is stretched in the axial direction of the elastic cylinder portion, and the swivel drive body swivels. By using a moving crushing mechanism in which the crushing tool is moved from the upper side to the lower side by an operation, forced feeding can be obtained only by continuously turning a simple mechanism.
[Brief description of the drawings]
FIG. 1 is a side view showing an example of an apparatus according to the present invention.
FIG. 2 is a cross-sectional view showing the tube pump mechanism of the above.
FIGS. 3A to 3E are explanatory views showing operation states of the above.
FIG. 4 shows another example of the tube pump mechanism used in the present invention, and (a) to (e) are cross-sectional views showing the operating states of the above.
[Explanation of symbols]
A Fluid mud material 1 Mud material falling cylinder 2 Work ship 3 Hopper 10 Tube pump 11 Elastic cylinder part 12 Crushing mechanism 12a, 12b Crushing tool 13 Support frame 14 Reciprocating drive mechanism 20 Tube pump mechanism 21 Endless chain 22a, 22b Crushing Ingredients

Claims (3)

水面上より水底面に向けて垂下させた泥状材流下筒と、該流下筒の上端に流動性泥状材を連続的若しくは間欠的に供給する泥状材供給装置とを有し、前記流下筒に、該流下筒の少なくとも一部を構成するゴム若しくは合成ゴムなどの柔軟材料を主体にした筒状体からなる弾性筒部と、該弾性筒部をその外周側から半径方向に押し潰し、該押し潰し位置を下方に順次移動させる潰し機構とからなるチューブポンプ機構を備え、前記泥状材供給装置により、浚渫土砂にセメント系固化剤を混入させた固化処理浚渫泥土からなる流動性泥状材を供給させ、該泥状材流下筒の下端を、先に流下されて水底に盛り上げられた流動性泥状材内に埋没させた状態で、流動性泥状材を順次水底に流下させるようにしたことを特徴としてなる流動性泥状材の水底打設装置。Has a muddy material falling cylinder was suspended toward the water bottom from above the water surface, and a continuous or intermittently supplying muddy material supply device fluidity muddy material to the upper end of the flow under column, the flow-down An elastic cylinder part made of a cylindrical body mainly composed of a flexible material such as rubber or synthetic rubber constituting at least a part of the falling cylinder, and the elastic cylinder part is crushed in the radial direction from the outer peripheral side of the cylinder, A fluidized mud composed of a solidified treated mud that has a tube pump mechanism composed of a crushing mechanism that sequentially moves the crushing position downward, and in which the cement-based solidifying agent is mixed with the mud material by the mud material supply device. The material is supplied, and the lower end of the muddy material flow pipe is made to flow down to the bottom of the water in the state where the lower end of the muddy material is buried in the muddy material that has been flown down and raised to the bottom of the water. bottom of the water fluidity muddy material that has been made as characterized in Setting apparatus. 弾性筒部の半径方向に往復動作する潰し具を、該弾性筒の軸方向に並べて複数備え、上方の潰し具から順に潰し方向に動作させるようにした潰し機構を備えてなる請求項1に記載の流動性泥状材の水底打設装置。  2. A crushing mechanism that includes a plurality of crushing tools that reciprocate in the radial direction of the elastic cylinder portion, arranged in the axial direction of the elastic cylinder, and that is operated in the crushing direction in order from the upper crushing tool. Water-flooding device for fluid mud. 弾性筒部の外側にあって、該弾性筒部の軸方向に張設した無端状のベルト若しくはチェーン等の旋回駆動体に、一定間隔毎に潰し具を固定し、前記旋回駆動体の旋回動作によって潰し具を上方から下方に移動させるようにした潰し機構を備えてなる請求項1に記載の流動性泥状材の水底打設装置。  A crushing tool is fixed at regular intervals to a turning drive body such as an endless belt or chain that is outside the elastic cylinder portion and is stretched in the axial direction of the elastic cylinder portion. The water-bottom casting device for fluid mud according to claim 1, further comprising a crushing mechanism that moves the crushing tool downward from above.
JP02526499A 1999-02-02 1999-02-02 Water bottom casting device for fluid mud Expired - Fee Related JP4317954B2 (en)

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JP4539950B2 (en) * 2003-07-09 2010-09-08 ケミカルグラウト株式会社 Bottom purification method
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