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JP4314598B2 - Water bottom casting device for fluid mud - Google Patents
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JP4314598B2 - Water bottom casting device for fluid mud - Google Patents

Water bottom casting device for fluid mud Download PDF

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Publication number
JP4314598B2
JP4314598B2 JP02527499A JP2527499A JP4314598B2 JP 4314598 B2 JP4314598 B2 JP 4314598B2 JP 02527499 A JP02527499 A JP 02527499A JP 2527499 A JP2527499 A JP 2527499A JP 4314598 B2 JP4314598 B2 JP 4314598B2
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Japan
Prior art keywords
downward
fluid mud
fluid
cylinder
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.)
Expired - Fee Related
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JP02527499A
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Japanese (ja)
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JP2000220144A (en
Inventor
雄一 谷
行雄 西村
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
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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.)
Filing date
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Priority to JP02527499A priority Critical patent/JP4314598B2/en
Publication of JP2000220144A publication Critical patent/JP2000220144A/en
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Publication of JP4314598B2 publication Critical patent/JP4314598B2/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固化剤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、前記流下筒内に、その中心方向に向けて挿入され、上下に往復動作される動作軸を備え、該動作軸に、前記泥上材流下筒内の流動性泥状材に対する抵抗が上向き動作時には小さく、下向き動作時には大きい下向き加圧具を備え、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、下向き加圧具が、上下に連通開口した流路を有し、該流路に逆止弁を備えたピストンであること及び上向き動作時に縮径方向に動作し、下向き動作時に拡開する傘状体であることが好ましい。
【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2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内には、その中心部に上端より動作軸10が挿入されている。この動作軸10は、流下筒上端外に備えた油圧シリンダーや、モータにて回転駆動されるクランクなどの往復駆動手段11によって軸方向に往復動作されるようになっている。
【0014】
動作軸10の下端には、流下筒1内の流動性泥状材Aに対する抵抗が、上向き動作時には小さく、下向き動作時には大きい下向き加圧具12が固定されている。この加圧具12は、流下筒内を動作軸とともに上下動自在なピストンからなり、このピストンには、上下に貫通開口した透過孔13からなるが設けられているとともに、該透過孔13の下端開口に、透過孔13内の上向きの流れによって開口を閉鎖し、下向きの流れによって開放する逆止弁14が設けられ、これによって加圧具12は、下向き動作時には、流下筒1内を閉塞した若しくはこれに近い状態で動作がなされ、逆に上向き動作時には、上側の流動性泥状材Aを透過孔13を通して下側に相対移動、即ち、流動性泥状材Aを上側に移動させないで上昇するように構成されている。
【0015】
これによって、流下筒1内に流動性泥状材Aを上端より供給しつつ加圧具12を上下に往復動作させることにより、内部の流動性泥状材Aは下向きに加圧され、強制的に流下される。
【0016】
図3は本発明の他の実施形態を示しており、この実施形態では、動作軸10の往復動作によって開閉して直径が拡縮し、流下筒1内の流動性泥状材Aに対する抵抗が、上向き動作時には小さく、下向き動作時には大きい下向き加圧具20が固定されている。この加圧具20は動作軸10の下端部に回動自在に支持され、下向き動作時の抵抗によって傘状に開き、上向き動作時の抵抗によってすぼまる方向に動作する抵抗体21からなっており、前述の実施形態と同様に、下向き動作時には、流下筒1内を閉塞した若しくはこれに近い状態で動作がなされ、逆に上向き動作時には、流動性泥状材Aを上側に移動させないで上昇するように構成されている。
【0017】
これによって、流下筒1内に流動性泥状材Aを上端より供給しつつ加圧具20を上下に往復動作させることにより、内部の流動性泥状材Aは下向きに加圧され、強制的に流下される。
【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、流下筒内に、その中心方向に向けて挿入され、上下に往復動作される動作軸を備え、該動作軸に、流下筒内の前記流動性泥状材に対する抵抗が上向き動作時には小さく、下向き動作時には大きい下向き加圧具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流動性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、下向き加圧具として、上下に連通開口した流路を有し、該流路に逆止弁を備えたピストンを用いることにより、耐久性が高く、確実な強制送りが得られる。
【0020】
また、下向き加圧具として、上向き動作時に縮径方向に動作し、下向き動作時に拡開する傘状体を用いることにより、上向き動作時の抵抗が小さく、効率の高い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】 同上の加圧具部分の断面図である。
【図3】 加圧具部分の他の例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 動作軸
11 往復駆動手段
12 加圧具
13 透過孔
14 逆止弁
20 加圧具
21 抵抗体
[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, during concrete placement work, if the tremmy pipe is raised too early, water will be mixed in the pipe, and if the raising is delayed, the cylinder tip will be buried too much and the concrete will not flow out, There was a problem that concrete could not be placed in an optimal state at all times.
[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 conventional problems, the present invention provides a solidifying agent in which the tube tip is cast first even if there is some variation in the fluidity of the fluid mud material made of the solidified clay to be cast. Providing a water-bottoming device for fluid mud that can be placed securely while maintaining a state of being immersed in the inside, and that can be satisfactorily placed without the need for subtle cylinder tip height management. It was made for the purpose.
[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. It has a material flow cylinder and a mud material supply device that supplies the upper end of the flow cylinder continuously or intermittently, is inserted into the flow cylinder toward its center, and reciprocates up and down. An operating shaft is provided, and the operating shaft is provided with a downward pressurizing tool that has a small resistance during upward operation and a large resistance to the fluid mud material in the sludge downflow cylinder. A fluid mud material made of solidified dredged clay mixed with cement-based solidifying agent is added to the dredged sand, and the lower end of the mud material falling cylinder is first flowed down and raised to the bottom of the water. In a state of being buried in the material, let the fluid mud flow down to the bottom of the water sequentially. As in that it has to.
[0010]
In addition, the downward pressurizing tool has a flow path that opens upward and downward, and is a piston having a check valve in the flow path, and operates in a reduced diameter direction when operating upward, and expands when operated downward. An umbrella-like body is preferable.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the present invention will be described with reference to the drawings. 1 to 2 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. 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]
An operating shaft 10 is inserted into the flow-down cylinder 1 from the upper end at the center thereof. The operation shaft 10 is reciprocated in the axial direction by a reciprocating drive means 11 such as a hydraulic cylinder provided outside the upper end of the falling cylinder or a crank driven to rotate by a motor.
[0014]
At the lower end of the operating shaft 10, a downward pressurizing tool 12 having a small resistance during upward operation and a large resistance when flowing downward is fixed to the fluid mud material A in the downflow cylinder 1. The pressurizing tool 12 is composed of a piston that can move up and down with the operating shaft in the downflow cylinder. The piston is provided with a transmission hole 13 that is vertically opened and opened, and a lower end of the transmission hole 13. The opening is provided with a check valve 14 that closes the opening by the upward flow in the permeation hole 13 and opens by the downward flow, whereby the pressurizing tool 12 closes the inside of the falling cylinder 1 during the downward operation. Alternatively, the operation is performed in a state close to this, and on the contrary, when the operation is upward, the upper fluid mud material A is relatively moved downward through the permeation hole 13, that is, the fluid mud material A is moved upward without moving upward. Is configured to do.
[0015]
As a result, the fluid mud material A in the inside is pressed downward by forcibly moving the pressure mud material A back and forth while supplying the fluid mud material A from the upper end into the falling cylinder 1. To be flowed down.
[0016]
FIG. 3 shows another embodiment of the present invention. In this embodiment, the diameter is expanded and contracted by the reciprocating motion of the operation shaft 10, and the resistance to the fluid mud material A in the falling cylinder 1 is A downward pressing tool 20 that is small during upward operation and large during downward operation is fixed. The pressurizing tool 20 is rotatably supported at the lower end portion of the operating shaft 10, and is composed of a resistor 21 that opens in an umbrella shape by a resistance during a downward operation, and operates in a direction that is narrowed by a resistance during an upward operation. As in the above-described embodiment, during the downward operation, the operation is performed in a state where the inside of the downflow cylinder 1 is closed or close to this, and conversely, during the upward operation, the fluid mud A is raised without moving upward. Is configured to do.
[0017]
As a result, the fluid mud material A inside is pressed downwardly and forcedly by reciprocating the pressurizing tool 20 up and down while supplying the fluid mud material A from the upper end into the falling cylinder 1. To be flowed down.
[0018]
【The invention's effect】
As described above, the submerged casting device for fluid mud material according to the present invention includes an operating shaft that is inserted into the flow-down cylinder toward the center thereof and is reciprocated up and down. In addition, the fluid mud material to be placed has low fluidity because the resistance to the fluid mud material in the downflow cylinder is small during upward operation and large downward pressure tool during downward operation. Even if there is no natural flow when immersed in the fluid mud material previously cast, fluid casting is possible, and the fluid tip is cast first by the tube tip. Even if it goes deep inside and the flow resistance in the cylinder increases, it can be placed reliably, and a good water bottom can be placed without the need for delicate pipe tip height management.
[0019]
Further, as a downward pressurizing tool, by using a piston having a flow path that opens upward and downward and having a check valve in the flow path, durability is high and reliable forced feeding can be obtained.
[0020]
In addition, by using an umbrella-like body that operates in the diameter-reducing direction during the upward operation and expands during the downward operation as the downward pressurizing tool, resistance during the upward operation is small and highly efficient forced feed can be obtained.
[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 of the same pressurizing tool portion.
FIG. 3 is a cross-sectional view showing another example of a pressurizing tool portion.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS A Fluid mud material 1 Mud material lower pipe 2 Work ship 3 Hopper 10 Operation shaft 11 Reciprocating drive means 12 Pressurizing tool 13 Permeation hole 14 Check valve 20 Pressurizing tool 21 Resistor

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、前記流下筒内に、その中心方向に向けて挿入され、上下に往復動作される動作軸を備え、該動作軸に、前記泥上材流下筒内の流動性泥状材に対する抵抗が上向き動作時には小さく、下向き動作時には大きい下向き加圧具を備え、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 to the upper end of the flow under tube, the flow-down cylinder, the center An operating shaft that is inserted in the direction and is reciprocated up and down, and on the operating shaft, the resistance to the fluid mud in the sludge downflow cylinder is small during upward operation and large downward addition during downward operation. The muddy material supply device is provided with a fluid muddy material made of solidified dredged clay mixed with cement-based solidifying agent in dredged sand, and the lower end of the muddy material lowering pipe is Flowing mud material is characterized by the fact that the fluid mud material is made to flow down to the bottom of the fluid mud material that has been buried in the fluid mud material that has flowed down to the bottom of the water. Equipment. 前記下向き加圧具が、上下に連通開口した流路を有し、該流路に逆止弁を備えたピストンである請求項1に記載の流動性泥状材の水底打設装置。  The water bottom casting apparatus for fluid mud according to claim 1, wherein the downward pressurizing tool is a piston having a flow path that is open upward and downward, and provided with a check valve in the flow path. 下向き加圧具が、上向き動作時に縮径方向に動作し、下向き動作時に拡開する傘状体である請求項1に記載の流動性泥状材の水底打設装置。  The water bottom casting apparatus for fluid mud according to claim 1, wherein the downward pressure tool is an umbrella-like body that operates in a diameter-reducing direction during upward operation and expands during downward operation.
JP02527499A 1999-02-02 1999-02-02 Water bottom casting device for fluid mud Expired - Fee Related JP4314598B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02527499A JP4314598B2 (en) 1999-02-02 1999-02-02 Water bottom casting device for fluid mud

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02527499A JP4314598B2 (en) 1999-02-02 1999-02-02 Water bottom casting device for fluid mud

Publications (2)

Publication Number Publication Date
JP2000220144A JP2000220144A (en) 2000-08-08
JP4314598B2 true JP4314598B2 (en) 2009-08-19

Family

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Country Status (1)

Country Link
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