JP2000273866A - Device for placing fluidity solidifying treatment material on water bottom - Google Patents

Device for placing fluidity solidifying treatment material on water bottom

Info

Publication number
JP2000273866A
JP2000273866A JP11084317A JP8431799A JP2000273866A JP 2000273866 A JP2000273866 A JP 2000273866A JP 11084317 A JP11084317 A JP 11084317A JP 8431799 A JP8431799 A JP 8431799A JP 2000273866 A JP2000273866 A JP 2000273866A
Authority
JP
Japan
Prior art keywords
bag
cylinder
fluidity
treatment material
water
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
JP11084317A
Other languages
Japanese (ja)
Inventor
Shozo Ikeda
省三 池田
Koichi Yamada
耕一 山田
Toshiyuki Izumi
敏幸 和泉
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.)
Penta Ocean Construction Co Ltd
Original Assignee
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.)
Filing date
Publication date
Application filed by Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP11084317A priority Critical patent/JP2000273866A/en
Publication of JP2000273866A publication Critical patent/JP2000273866A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a device for placing a fluidity solidifying treatment material on a water bottom capable of placing the material surely and placing the material on a water bottom satisfactorily without necessitating delicate cylinder tip height control while maintaining a condition in which a cylinder tip is immersed in a solidifying material placed previously, even if there is some unevenness in fluidity of the fluidity solidifying treatment material to be placed. SOLUTION: This device for placing a fluidity solidifying treatment material on a water bottom has a solidifying treatment material flowing down cylinder 1 suspended from above a water surface toward a water bottom face and a solidifying treatment material supply device supplying the fluidity solidifying treatment material obtained by adding a solidifying material to fluidity earth and sand such as dredging soil continuously or intermittently and allows the fluidity solidifying treatment material to flow down onto the water bottom sequentially while a lower end of the flowing down cylinder 1 is embedded into the fluidity solidifying treatment material which is made to flow down previously and builds up on the water bottom. Inflating and shrinking bags 10, 11, 12 which block the inside of the flowing down cylinder 1 by pouring a fluid into the inside of the flowing down cylinder 1 and release the blocking by its discharge are provided in the flowing down cylinder 1, and the fluidity solidifying treatment material in the flowing down cylinder 1 is forcedly moved downward by inflating and shrinking each inflating and shrinking bag.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、水中コンクリート
や、浚渫土砂にセメント系や樹脂系の固化剤を混入した
固化処理浚渫泥土等の流動性を有する泥状固化処理材の
打設を、トレミー管などの流下筒を使用して行う流動性
固化処理材の水底打設装置に関する。
BACKGROUND OF THE INVENTION The present invention relates to a method for placing a fluidized mud-like solidified material such as underwater concrete or dredged mud soil obtained by mixing a cement or resin-based solidifying agent into dredged soil and sand. The present invention relates to an apparatus for placing a fluidized solidified material on a water bottom using a falling cylinder such as a pipe.

【0002】[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。
2. Description of the Related Art In general, a tremy tube is used for constructing a cast-in-place concrete structure on a water floor.
Concrete casting by this conventional tremy tube is performed by successively placing concrete by sequentially raising the tremy tube while maintaining the state where the tip of the tremy tube is immersed in the concrete dropped first. The dropped concrete is prevented from being washed by water, so that a concrete structure of a certain quality can be obtained.

【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。
[0003] The tube tip management of the tremee tube is performed by a method of determining the height of the tremee tube by measuring the depth using red, a method of visually observing by a diver, or the like.

【0004】[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、コンクリート打設作業中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
ができないうという問題があった。
In the conventional method as described above, if the tremy tube is raised too early during the concrete placing operation, water is mixed into the tube, and if the lifting is delayed, the tip of the tube becomes too full. There is a problem that the concrete does not flow out and the concrete cannot always be poured in an optimum state.

【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。
In recent years, for the purpose of treating dredged soil generated by dredging for maintaining a channel in a port and improving the ground of the seabed, a cement-based solidifying agent has been mixed into the dredged sand and returned to the seabed. A method for forming a solidified ground having the above strength is being developed.

【0006】このような浚渫土砂にコンクリート系固化
剤を混入させた泥状固化処理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。
When a mud-like solidified material obtained by mixing a concrete-based solidifying agent into such dredged soil is cast on the sea floor, the ratio of the solidifying agent added is smaller than that of ordinary concrete. If washed with water during installation, the quality will be greatly reduced, and mud and solidifying agents may diffuse into the water and contaminate the water area. It is necessary to maintain the state immersed in the material.

【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。
[0007] On the other hand, such solidified dredged mud does not have a constant fluidity like concrete, and in some cases, has a lower fluidity than concrete. However, when the lower end of the flow-down cylinder is buried in the embankment previously cast, there is a problem that it is difficult to flow naturally.

【0008】本発明は、このような従来の問題に鑑み、
打設しようとする流動性固化処理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固化材内に没入
させた状態を維持しつつ、確実な打設が可能となり、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
きる流動性固化処理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。
The present invention has been made in view of such a conventional problem,
Even if there is some variation in the fluidity of the fluidized solidified material to be poured, reliable placing can be performed while maintaining the state where the cylinder tip is immersed in the solidified material previously placed, In addition, the object of the present invention is to provide an apparatus for placing a fluidized solidified material on the bottom of a water which can be favorably placed without requiring a delicate cylinder tip height control.

【0009】[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の特徴は、
水面上より水底面に向けて垂下させた固化処理材流下筒
と、該流下筒の上端に、浚渫土などの流動性土砂に固化
材を添加した流動性固化処理材を連続的若しくは間欠的
に供給する固化処理材供給装置とを有し、先に流下され
て水底に盛り上げられた流動性固化処理材内に、前記流
下筒の下端を埋没させた状態で、流動性固化処理材を順
次水底に流下させる流動性固化処理材の水底打設装置に
おいて、前記流下筒内に、内部への流体の注入によって
該流下筒内が閉塞され、該流体の排出によって該閉塞が
解除される少なくとも2個の膨縮バッグを備え、該両膨
縮バッグを交互に膨張収縮させるとともに、上側のバッ
グを膨張させた状態で下側のバッグを膨張させることに
よって流下筒内の流動性固化処理材の流下流量を調節す
ることにしたことにある。
SUMMARY OF THE INVENTION The features of the present invention for solving the conventional problems as described above and achieving the intended purpose are as follows.
A solidification treatment material flow-down cylinder that hangs down from the water surface toward the water bottom surface, and at the upper end of the flow-down cylinder, a fluidity solidification treatment material obtained by adding a solidification material to fluid sediment such as dredged soil continuously or intermittently. A solidification treatment material supply device for supplying the solidification treatment material, and in a state where the lower end of the flow-down cylinder is buried in the fluidity solidification treatment material that has been flowed down and raised to the bottom of the water, the fluidization solidification treatment material is sequentially placed on the bottom of the bottom. In the apparatus for placing a fluidized solidified material on a water bottom, at least two of which are closed in the flow-down cylinder by injection of a fluid into the flow-down cylinder and released by the discharge of the fluid. Flow rate of the flowable solidifying material in the falling cylinder by inflating the lower bag while the upper bag is inflated while alternately expanding and contracting the two inflatable bags. Decided to adjust A.

【0010】尚、流下筒内に第1、第2の開閉用膨縮バ
ッグを配置に備えるとともに、両膨縮バッグの間に加減
圧用膨縮バッグを備え、下側の第2閉鎖用膨縮バッグを
膨張させて管内を閉塞させるとともに上側の第1開閉用
膨縮バッグを縮小させて管内を開いた状態で加減圧用膨
縮バッグを縮小させ、上側の第1開閉用膨縮バッグを膨
張させて管内を閉塞させるとともに下側の第2開閉用膨
縮バッグを縮小させて管内を開いた状態で加減圧用膨縮
バッグを膨張させること、及び、流下筒の少なくとも下
端側を軸方向に伸縮自在となし、該流下筒の下端開口高
さを、水底に打設された流動性固化処理材の表面高さに
応じて上昇させるようにすることが好ましい。
In addition, first and second opening / closing bags for expansion are provided in the flow-down cylinder, and an expansion / contraction bag for pressurization is provided between the two expansion / contraction bags. The contracting bag is inflated to close the inside of the tube, the upper first opening / closing bag is contracted, and the inside of the tube is opened to reduce the compression / decompression bag, and the upper first opening / closing bag is closed. Inflating the pipe so as to close the pipe, reducing the lower second opening / closing bag, and expanding the pressurizing / depressurizing bag with the pipe opened, and at least the lower end of the falling cylinder in the axial direction. It is preferable that the height of the opening at the lower end of the flow-down cylinder is increased according to the surface height of the flowable solidification material cast on the water bottom.

【0011】[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固化
処理材流下筒であり、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材を添
加した材料やコンクリートなどの流動性固化処理材を投
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。
Embodiments of the present invention will now be described with reference to the drawings. FIGS. 1 to 3 show a first embodiment of the present invention. In the drawings, reference numeral 1 denotes a solidified material falling tube composed of a tremie pipe, which is suspended from the work boat 2 to the bottom of the water, A material obtained by adding a cement-based solidifying material or a fluidized solidifying material such as concrete to the dredged soil is introduced into the dredged soil to flow down to the bottom of the water through the falling tube 1.

【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。
The height of the lower opening of the flow-down cylinder 1 can be adjusted up and down so that the lower end thereof is slightly lower than the surface of the processing material A which has been previously cast on the water bottom and raised. Has become.

【0013】流下筒1内には上下に間隔を隔てて、第1
開閉用膨縮バッグ10及び第2開閉用膨縮バッグ11が
設けられ、その両開閉用膨縮バッグ10,11の間に加
減圧用膨縮バッグ12が設けられている。こけらの各バ
ッグはゴム若しくは合成ゴムなどの柔軟性材料によって
袋状に形成されており、それぞれ流下筒1の内面の一部
に固着されて、注水によって流下筒1の全内周面に密着
する大きさに膨張し、また強制排水させることによっ
て、流下筒1内を流動性固化処理材がスムーズに通過で
きる大きさに縮小されるようになっている。
[0013] In the falling cylinder 1, the first
An opening / closing bag 10 and a second opening / closing bag 11 are provided, and an opening / closing bag 12 is provided between the opening / closing bags 10, 11. Each of these bags is formed in a bag shape by a flexible material such as rubber or synthetic rubber, and is fixed to a part of the inner surface of the flow-down cylinder 1 and is brought into close contact with the entire inner peripheral surface of the flow-down cylinder 1 by pouring water. By expanding and forcibly draining the fluid, the fluidized solidified material is reduced to a size that allows the material to flow smoothly through the falling cylinder 1.

【0014】これらの各バッグには、水上の作業船2に
搭載したポンプ4からパイプ5を介して強制的に注排水
させるようになっている。尚、各バッグの材料に水から
の弾性によって収縮する力を有するものを使用した場合
には、ポンプによる強制排水は不要となる。
Each of these bags is forcibly injected and drained through a pipe 5 from a pump 4 mounted on the working boat 2 above the water. When a material having a force of contracting by elasticity from water is used as a material of each bag, forced drainage by a pump is not required.

【0015】このように構成される装置の使用に際して
は、先ず、図3(a)に示すように、第1開閉用膨縮バ
ッグ10を膨張させて管内を閉塞させた状態で、流下筒
1の上端のホッパー3に連続若しくは間欠的に流動性固
化処理材Aをポンプを使用した固化処理材供給装置6を
もって供給する。供給された固化処理材Aは、第1開閉
用膨縮バッグ10の上に溜まる。この状態で加減圧用膨
縮バッグ12を膨張させ、第2開閉用膨縮バッグ11を
膨張させて管内を閉塞させる。
When using the apparatus constructed as described above, first, as shown in FIG. 3 (a), the first opening / closing inflatable bag 10 is inflated and the inside of the tube is closed. The fluidized solidified material A is continuously or intermittently supplied to the hopper 3 at the upper end of the hopper 3 by the solidified material supply device 6 using a pump. The supplied solidified material A accumulates on the first opening / closing bag 10. In this state, the expansion / contraction bag 12 is expanded, and the second opening / closing expansion / contraction bag 11 is expanded to close the tube.

【0016】次いで、図2(b)示すように、第1開閉
用膨縮バッグ10を縮小させて管内を開き、加減圧用膨
縮バッグ12を縮小させる。この膨縮バッグ12の縮小
によって管内が減圧され、第2開閉用膨縮バッグ11下
側が閉塞されているため、上側に滞留している固化処理
材Aが下側に引き降ろされ、第2開閉用膨縮バッグ11
の上側に降下される。
Next, as shown in FIG. 2B, the first opening / closing inflatable bag 10 is contracted to open the inside of the pipe, and the pressurizing / depressurizing inflatable bag 12 is contracted. Since the inside of the pipe is decompressed by the contraction of the expansion / contraction bag 12 and the lower side of the second opening / closing expansion / contraction bag 11 is closed, the solidified material A staying on the upper side is pulled down to the second side. Inflatable bag 11
Is dropped to the upper side.

【0017】次いで、図3(c)に示すように、第1開
閉用膨縮バッグ10を膨張させて管内を閉じ、第2開閉
用膨縮バッグ11を縮小させて管内を開いた状態で、加
減圧用膨縮バッグ12を膨張させることによって管内を
加圧すると、第1開閉用膨縮バッグ11下の固化処理材
aは、下向きに押し出され、強制的に排出方向に移動さ
れる。
Next, as shown in FIG. 3C, the first opening / closing bag 10 is inflated to close the inside of the tube, and the second opening / closing bag 11 is contracted to open the tube. When the inside of the tube is pressurized by expanding the expansion / contraction bag 12 for compression, the solidified material a under the first opening / closing expansion / contraction bag 11 is extruded downward, and is forcibly moved in the discharge direction.

【0018】このようにして両開閉用膨縮バッグ10,
11を交互に膨張収縮させて膨縮バッグの上下を交互に
開閉させるとともに膨縮バッグ12の膨縮を繰り返すこ
とにより、供給される固化処理材が、一定量づつ、間欠
的に下向きに強制的に押し出される。
In this manner, the double-opening and contracting bag 10,
11 are alternately expanded and contracted to alternately open and close the upper and lower sides of the inflatable bag, and the inflated and contracted bag 12 is repeatedly expanded and contracted. Extruded.

【0019】図4〜図6は本発明の第2実施形態を示し
ており、この実施形態では、流下筒20内に、前述と同
様材料による第1、第2の開閉用膨縮バッグ21,22
が上下配置に隣接して設置されている。両バッグ共、前
述と同様に注排水管(図示せず)を通じて水が強制的に
注排水されるようになっているいる。
FIGS. 4 to 6 show a second embodiment of the present invention. In this embodiment, first and second opening / closing bags 21 made of the same material as described above are placed in a falling tube 20. 22
Are installed adjacent to the vertical arrangement. In both bags, water is forcibly injected and drained through an injection and drainage pipe (not shown) as described above.

【0020】使用に際しては、この両バッグ21,22
を交互に膨縮させるものであり、図5(a)に示すよう
に第2開閉用膨縮バッグ22を膨張させて管内を閉塞さ
せた状態で、第1開閉用膨縮バッグ21を縮小させるこ
とによって管内の上側から固化処理材が流下し、この状
態で図5(b)に示すように第2開閉用膨縮バッグ22
を縮小させることによって、該第2開閉用膨縮バッグ2
2の縮小によって生じる空間内に固化処理材Aが降下す
る。次いで図5(c)に示すように第1開閉用膨縮バッ
グ21を膨張させてることによって管内を閉塞させた
後、第2開閉用膨縮バッグ22を膨張させることによ
り、この膨張によって押しのけられる固化処理材Aは上
側への移動が阻止されているため、下向きに押し出し力
が加えられる。
In use, the two bags 21, 22
The first opening / closing bag 21 is reduced while the second opening / closing bag 22 is inflated to close the pipe as shown in FIG. 5A. As a result, the solidified material flows down from the upper side of the pipe, and in this state, as shown in FIG.
To reduce the size of the second inflatable bag 2 for opening and closing.
The solidified material A descends into the space created by the reduction of 2. Next, as shown in FIG. 5C, the inside of the pipe is closed by inflating the first opening / closing inflatable bag 21, and then the second opening / closing inflatable bag 22 is inflated to be displaced by this inflation. Since the solidified material A is prevented from moving upward, a pushing force is applied downward.

【0021】尚、流下筒20は図6に示すように軸方向
に伸縮可能な構造となっており、複数の吊りワイヤー2
3によって作業船(図示せず)から吊り下げられてお
り、水底に打設された固化処理材A表面の上昇に合わせ
て吊りワイヤー23を巻き上げることにより、下端開口
の高さ調節ができるようになっている。
As shown in FIG. 6, the falling tube 20 has a structure capable of extending and contracting in the axial direction.
3 and is suspended from a work boat (not shown) so that the height of the lower end opening can be adjusted by winding up the suspending wire 23 in accordance with the rise of the surface of the solidified material A placed on the water floor. Has become.

【0022】尚、伸縮可能な部分を前記膨縮バッグより
下端側の一部に設けるのみでもよい。
It should be noted that the stretchable portion may be provided only on a part of the lower end side of the inflatable bag.

【0023】また、上述の実施形態では、各バッグの膨
縮のための流体として水を使用しているが、この他、空
気その他の流体を使用してもよい。
In the above-described embodiment, water is used as a fluid for inflating and contracting each bag. However, other fluids such as air may be used.

【0024】更に、上述した例では各バッグを下流筒の
内面に突出して固着しているが、下流筒の内面に縮小状
態のバッグが収容される凹部を設け、その中に固着する
ことが好ましい。
Furthermore, in the above-described example, each bag is projected and fixed to the inner surface of the downstream cylinder. However, it is preferable that a recess for accommodating a bag in a reduced state is provided on the inner surface of the downstream cylinder, and the bag is fixed inside. .

【0025】[0025]

【発明の効果】上述のように本発明の流動性固化処理材
の水底打設装置は、流下筒内に、内部への水等の流体の
注入によって該流下筒内が閉塞され、排出によって該閉
塞が解除される少なくとも2個の膨縮バッグを備え、該
両膨縮バッグを交互に膨張収縮させるとともに、上側の
バッグを膨張させた状態で下側のバッグを膨張させるこ
とによって流下筒内の流動性固化処理材の流下流量を調
節するようにしたことにより、打設しようとする流動性
固化処理材の流動性が低く、筒先を先に打設した固化材
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
設した固化処理材内に深く入って、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。
As described above, the apparatus for placing a fluidized solid material on the bottom of the water according to the present invention is closed by the injection of a fluid such as water into the falling cylinder, and is closed by discharging the fluid. It is provided with at least two inflatable bags that are released from the blockage, and alternately inflates and contracts the two inflatable bags, and inflates the lower bag while the upper bag is inflated, thereby allowing the lower bag to inflate. By adjusting the flow rate of the flowable solidification material, the flowability of the flowable solidification material to be cast is low, and the pipe tip is naturally immersed in the previously solidified material. Even if the flow does not flow down, reliable casting is possible, and even if the tip of the cylinder goes deeply into the solidified material that was previously cast and the flow resistance in the cylinder increases, it can be reliably cast. Good water without the need for delicate tip height control It is pouring.

【0026】更に、強制流下の手段として注排水によっ
て防縮するバッグを使用したことにより、海水による腐
食や固化処理材との接触による機構部分の摩耗がなくな
り、耐久性の高い装置が得られる。
Further, by using a bag that is shrunk by pouring and draining as a means for forcibly flowing down, corrosion of seawater and abrasion of the mechanism due to contact with the solidified material are eliminated, and a highly durable apparatus can be obtained.

【0027】更に、流下筒内に第1、第2の開閉用膨縮
バッグを上下配置に備えるとともに、両膨縮バッグの間
に加減圧用膨縮バッグを備え、下側の第2閉鎖用膨縮バ
ッグを膨張させて管内を閉塞させるとともに上側の第1
開閉用膨縮バッグを縮小させて管内を開いた態で加減圧
用膨縮バッグを縮小させ、上側の第1開閉用膨縮バッグ
を膨張させて管内を閉塞させるとともに下側の第2開閉
用膨縮バッグを縮小させて管内を開いた態で加減圧用膨
縮バッグを膨張させるようにすることにより、強制流下
がより確実の高いものとなる。
Further, the first and second opening / closing bags are provided vertically in the flow-down cylinder, and a compression / decompression bag is provided between the two expansion / contraction bags. The inflatable bag is inflated to close the tube and the first
The opening / closing inflatable bag is contracted to open the inside of the tube, and the pressurizing / decompressing inflatable bag is contracted. The upper first opening / closing inflatable bag is inflated to close the inside of the tube, and the lower second opening / closing bag is closed. By reducing the size of the inflatable bag and expanding the inflatable bag under the condition that the inside of the pipe is opened, the forced flow is more reliably increased.

【0028】また、流下筒の少なくとも下端側を軸方向
に伸縮自在となし、該流下筒の下端開口高さを、水底に
打設された流動性固化処理材の表面高さに応じて上昇さ
せるようにすることにより、筒先の高さコントロールが
容易になり、固化処理材の強制流下がよりスムーズなも
のとなる。
Further, at least the lower end side of the flow-down cylinder is made expandable and contractable in the axial direction, and the height of the lower end opening of the flow-down cylinder is raised in accordance with the surface height of the flowable solidified material cast on the water bottom. By doing so, the height of the cylinder tip can be easily controlled, and the forced flow of the solidified material becomes smoother.

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

【図1】本発明に係る装置の一例を示す側面図である。FIG. 1 is a side view showing an example of the device according to the present invention.

【図2】同上の膨縮バッグ部分の断面図である。FIG. 2 is a cross-sectional view of the inflatable bag according to the first embodiment.

【図3】(a)〜(c)は同上の動作状態を示す断面図
である。
FIGS. 3A to 3C are cross-sectional views showing an operation state of the above.

【図4】本発明に係る装置の他の例の膨縮バッグ。FIG. 4 shows an inflatable bag according to another embodiment of the device according to the invention.

【図5】(a)〜(c)は同上の動作状態を示す断面図
である。
5 (a) to 5 (c) are cross-sectional views showing an operation state of the above.

【図6】同上の流下筒下端の伸縮部分を示す断面図であ
る。
FIG. 6 is a cross-sectional view showing a telescopic portion of the lower end of the downflow cylinder of the above.

【符号の説明】[Explanation of symbols]

A 流動性固化処理材 1 流下筒 2 作業船 3 ホッパー 4 ポンプ 5 パイプ 6 固化処理材供給装置 10 第1開閉用膨縮バッグ 11 第2開閉用膨縮バッグ 12 加減圧用膨縮バッグ 20 流下筒 21 第1開閉用膨縮バッグ 22 第2開閉用膨縮バッグ 23 吊りワイヤー DESCRIPTION OF SYMBOLS A Fluid solidification processing material 1 Flowing cylinder 2 Work boat 3 Hopper 4 Pump 5 Pipe 6 Solidification processing material supply device 10 First opening / closing expansion / contraction bag 11 Second opening / closing expansion / contraction bag 12 Pressurization / decompression expansion / contraction bag 20 Flowing cylinder 21 First opening / closing bag for opening / closing 22 Second opening / closing bag for opening / closing 23 Hanging wire

───────────────────────────────────────────────────── フロントページの続き (72)発明者 和泉 敏幸 栃木県那須郡西那須野町四区町1534番1号 五洋建設株式会社技術研究所内 Fターム(参考) 2D045 AA04 BA01 BA04 CA12 CA18 ────────────────────────────────────────────────── ─── Continuing from the front page (72) Inventor Toshiyuki Izumi 1534-1, 4-ku, Nishinasuno-cho, Nasu-gun, Tochigi F-term in Goyo Construction Co., Ltd. Technical Research Institute 2D045 AA04 BA01 BA04 CA12 CA18

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】水面上より水底面に向けて垂下させた固化
処理材流下筒と、該流下筒の上端に、浚渫土などの流動
性土砂に固化材を添加した流動性固化処理材を連続的若
しくは間欠的に供給する固化処理材供給装置とを有し、
先に流下されて水底に盛り上げられた流動性固化処理材
内に、前記流下筒の下端を埋没させた状態で、流動性固
化処理材を順次水底に流下させる流動性固化処理材の水
底打設装置において、 前記流下筒内に、内部への流体の注入によって該流下筒
内が閉塞され、該流体の排出によって該閉塞が解除され
る少なくとも2個の膨縮バッグを備え、該両膨縮バッグ
を交互に膨張収縮させるとともに、上側のバッグを膨張
させた状態で下側のバッグを膨張させることによって流
下筒内の流動性固化処理材の流下流量を調節することを
特徴としてなる流動性固化処理材の水底打設装置。
1. A solidified material falling tube which hangs down from the water surface to the water bottom surface, and a fluidized solidified material obtained by adding a solidified material to fluidized sand such as dredged soil at the upper end of the falling tube. And a solidification processing material supply device for supplying intermittently or intermittently,
In the fluidized solidified material that has been flowed down and raised to the bottom of the water, the fluidized solidified material is successively allowed to flow down to the bottom with the lower end of the falling cylinder buried in the bottom. The apparatus according to claim 1, further comprising at least two inflatable bags, wherein the inflow tube is closed by injecting a fluid into the inflow tube, and the occlusion is released by discharging the fluid. A fluid solidification process characterized by adjusting the flow rate of the fluid solidification material in the falling cylinder by inflating the lower bag alternately while expanding and contracting the upper bag alternately. Underwater casting equipment for wood.
【請求項2】流下筒内に第1、第2の開閉用膨縮バッグ
を上下配置に備えるとともに、両膨縮バッグの間に加減
圧用膨縮バッグを備え、下側の第2閉鎖用膨縮バッグを
膨張させて管内を閉塞させるとともに上側の第1開閉用
膨縮バッグを縮小させて管内を開いた状態で加減圧用膨
縮バッグを縮小させ、上側の第1開閉用膨縮バッグを膨
張させて管内を閉塞させるとともに下側の第2開閉用膨
縮バッグを縮小させて管内を開いた状態で加減圧用膨縮
バッグを膨張させるようにして請求項1に記載の流動性
固化処理材の水底打設装置。
And a first opening / closing bag for opening and closing, which is vertically arranged in the flow-down cylinder, and an inflating bag for pressurizing and decompressing between the two inflatable bags. The inflatable bag is inflated to close the inside of the tube, and the upper first openable / closing bag is reduced to reduce the pressurizing / decompressing bag while the tube is open. The fluidized solidification according to claim 1, wherein the fluidization solidification is performed by inflating the pipe to close the inside of the pipe, reducing the second opening / closing bag on the lower side, and expanding the pressurizing / depressurizing bag with the pipe opened. Underwater casting equipment for processing materials.
【請求項3】流下筒の少なくとも下端側を軸方向に伸縮
自在となし、該流下筒の下端開口高さを、水底に打設さ
れた流動性固化処理材の表面高さに応じて上昇させるよ
うにしてなる請求項1もしくは2に記載の流動性固化処
理材の水底打設装置。
3. The flow-down cylinder has at least a lower end side that is freely expandable and contractable in the axial direction, and the height of the lower end opening of the flow-down cylinder is increased in accordance with the surface height of the flowable solidified material cast on the water bottom. The apparatus according to claim 1 or 2, wherein the solidifying material is placed on the bottom of the water.
JP11084317A 1999-03-26 1999-03-26 Device for placing fluidity solidifying treatment material on water bottom Pending JP2000273866A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11084317A JP2000273866A (en) 1999-03-26 1999-03-26 Device for placing fluidity solidifying treatment material on water bottom

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11084317A JP2000273866A (en) 1999-03-26 1999-03-26 Device for placing fluidity solidifying treatment material on water bottom

Publications (1)

Publication Number Publication Date
JP2000273866A true JP2000273866A (en) 2000-10-03

Family

ID=13827147

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11084317A Pending JP2000273866A (en) 1999-03-26 1999-03-26 Device for placing fluidity solidifying treatment material on water bottom

Country Status (1)

Country Link
JP (1) JP2000273866A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008285871A (en) * 2007-05-17 2008-11-27 Taisei Corp Riprap dropping system and riprap dropping method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008285871A (en) * 2007-05-17 2008-11-27 Taisei Corp Riprap dropping system and riprap dropping method

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