JP2003138564A - High fluidity landfill underwater casting equipment - Google Patents
High fluidity landfill underwater casting equipmentInfo
- Publication number
- JP2003138564A JP2003138564A JP2001371996A JP2001371996A JP2003138564A JP 2003138564 A JP2003138564 A JP 2003138564A JP 2001371996 A JP2001371996 A JP 2001371996A JP 2001371996 A JP2001371996 A JP 2001371996A JP 2003138564 A JP2003138564 A JP 2003138564A
- Authority
- JP
- Japan
- Prior art keywords
- landfill
- landfill material
- pipe
- tip fitting
- fluidity
- 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.)
- Granted
Links
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
(57)【要約】
【課題】 高流動性埋立て材(流動化処理土や軽量土
等)水中打設装置の改良。
【手段】 吊りワイヤ2で吊り下げたトレミー管状の打
設管1の上端に高流動性埋立て材圧送用ホース3を連結
するとともに、下端に大径の先端金具4を取り付け、打
設管1の下端部を、埋立て材が先端金具4の円筒形管部
6の上半部の内面近くで接線方向に吐出されるように延
長して、埋立て材の排出エネルギーを急激に弱める。先
端金具4の側方排出口に傾斜計11付きのゴム板10を
上下方向に回動自在に取り付けたり、打設管1を内管1
2と外管13とで伸縮自在にする場合もある。
(57) [Abstract] [Problem] To improve underwater casting equipment for highly fluid landfill materials (fluidized soil, lightweight soil, etc.). A high fluidity landfill material feeding hose 3 is connected to the upper end of a tremy tubular casting tube 1 suspended by a hanging wire 2, and a large-diameter tip fitting 4 is attached to the lower end thereof. Is extended so that the landfill material is discharged tangentially near the inner surface of the upper half portion of the cylindrical tube portion 6 of the tip fitting 4, so that the discharge energy of the landfill material is rapidly reduced. A rubber plate 10 with an inclinometer 11 is attached to the side discharge port of the tip fitting 4 so as to be rotatable in the vertical direction.
The outer tube 13 and the outer tube 13 may be made expandable and contractible.
Description
【0001】[0001]
【発明が属する技術分野】本発明は、高流動性埋立て材
(以下、単に埋立て材という場合がある)を水中に打設
する装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for pouring a highly fluid landfill material (hereinafter, may be simply referred to as landfill material) into water.
【0002】[0002]
【従来の技術】土と水と固化材とを混合して成る流動化
処理土や土と水と固化材と起泡剤とを混合して成る軽量
土のような高流動性埋立て材の水中打設は、トレミー管
状の打設管を用いて行うことが多いが、この場合に問題
になるのは、打設管を流下して下端から排出される埋立
て材の勢いで先に打設した埋立て材が分離・拡散され
て、施工の品質が損なわれることである。2. Description of the Related Art A fluidized soil made of a mixture of soil, water and a solidifying material and a highly fluidized landfill material such as a lightweight soil made of a mixture of soil, water, a solidifying material and a foaming agent. Underwater pouring is often performed using a tremie tubular pouring pipe, but the problem in this case is that the pouring force of the landfill material that flows down the pouring pipe and is discharged from the lower end is used first. The quality of construction is impaired because the landfill material is separated and diffused.
【0003】[0003]
【発明が解決しようとする課題】本発明が解決しようと
する基本的な課題(本発明の目的)は、前述の問題点に
鑑み、打設管の下端における埋立て材の排出エネルギー
を急激に弱めて、前述のような事態が発生しないように
することができる高流動性埋立て材水中打設装置を提供
することにある。In view of the above-mentioned problems, the basic problem to be solved by the present invention (the object of the present invention) is to rapidly reduce the discharge energy of the landfill material at the lower end of the casting pipe. An object of the present invention is to provide a high-fluidity landfill material submersible pouring device that can be weakened to prevent the above-mentioned situation from occurring.
【0004】[0004]
【課題を解決するための手段】前記課題を解決するため
に、請求項1に係る発明の高流動性埋立て材水中打設装
置(以下、本発明の装置という)では、吊りワイヤで吊
り下げたトレミー管状の打設管の上端に高流動性埋立て
材圧送用ホースを連結するとともに、下端に大径の先端
金具を取り付け、前記打設管の下端部を、先端金具の円
筒形管部の上半部の内面近くで接線方向に吐出されるよ
うに延長している。In order to solve the above-mentioned problems, in the high-fluidity landfill material submersible pouring device (hereinafter referred to as the device of the present invention) according to the first aspect of the invention, it is suspended by a suspending wire. A high-fluidity landfill material pumping hose is connected to the upper end of the tremie tubular casting pipe, and a large-diameter tip fitting is attached to the lower end, and the lower end of the casting pipe is connected to the cylindrical pipe part of the tip fitting. It is extended so as to be discharged tangentially near the inner surface of the upper half part.
【0005】なお、本発明の装置では、打設管を伸縮自
在の内外二重管構造にすること(請求項2に係る発明)
や先端金具の下端の側方排出口に傾斜計付きのゴム板を
上下方向に回動自在に装着すること(請求項3に係る発
明)が、それぞれ好ましい。In the apparatus of the present invention, the casting pipe has an expandable and retractable inner / outer double pipe structure (the invention according to claim 2).
It is preferable that a rubber plate with an inclinometer is attached to the side discharge port at the lower end of the tip fitting so as to be vertically rotatable (invention according to claim 3).
【0006】[0006]
【発明の実施の形態】図面に基づいて本発明の装置を具
体的に説明すると、トレミー管状の打設管1は、図示し
ない吊込みクレーンに吊りワイヤ2で吊り下げられ、そ
の上端には高流動性埋立て材圧送用ホース3が連結さ
れ、また、下端には後述のような先端金具4が取り付け
られている。BEST MODE FOR CARRYING OUT THE INVENTION The apparatus of the present invention will be described in detail with reference to the drawings. A tremie pipe placing pipe 1 is suspended by a suspending crane (not shown) with a suspending wire 2 and a high end is provided at its upper end. A fluid landfill material pressure-feeding hose 3 is connected, and a lower end fitting 4 is attached to the lower end.
【0007】先端金具4は大径で、円錐形管部5と円筒
形管部6を具え、打設管1の下端部7は、図示のよう
に、先端の2箇所で直角に曲げられ、打設管1を流下し
た埋立て材が円筒形管部6上半部の内面近くで接線方向
に吐出するようになっている。The tip fitting 4 has a large diameter and comprises a conical tube section 5 and a cylindrical tube section 6, and the lower end section 7 of the casting tube 1 is bent at two points at the tip, as shown, The landfill material flowing down the casting pipe 1 is discharged tangentially near the inner surface of the upper half of the cylindrical pipe portion 6.
【0008】打設管1の下端部7が前述のようになって
いることにより、打設管1の口径が小で、打設管1を流
下する埋立て材の流速が大である場合でも、打設管1の
先端開口から吐出される埋立て材の勢いが急激に弱めら
れるので、先に打設された埋立て材の分離・拡散は生じ
ない。Since the lower end portion 7 of the casting pipe 1 is as described above, even when the diameter of the casting pipe 1 is small and the flow velocity of the landfill material flowing down the casting pipe 1 is high. Since the momentum of the landfill material discharged from the tip end opening of the casting pipe 1 is suddenly weakened, separation and diffusion of the landfill material previously cast does not occur.
【0009】円筒形管部6の下端開口の両側には、下端
縁にそれぞれゴム板8,8が取り付けられた1対の横長
の鉄板9,9が平行して固着され、これら鉄板9,9の
長さ方向の両端部に形成された側方排出口には、それぞ
れゴム板10,10が上下方向(図の矢印方向)に回動
自在に取り付けられ、これらゴム板10,10の各外表
面には傾斜計11,11が装着されている。On both sides of the lower end opening of the cylindrical tube portion 6, a pair of horizontally long iron plates 9 and 9 having rubber plates 8 and 8 attached to their lower edges are fixed in parallel, and these iron plates 9 and 9 are attached. The rubber plates 10 and 10 are attached to the side discharge ports formed at both ends in the longitudinal direction of the rubber plate 10 such that the rubber plates 10 and 10 are rotatable in the vertical direction (arrow directions in the figure). Inclinometers 11 and 11 are mounted on the surface.
【0010】円筒形管部6の下端排出口から排出された
埋立て材はゴム板10,10を押し上げながら側方排出
口から先端金具4外に出て堆積されるので、その高さ
(打設高さ)が所定値に達した段階で打設管1を上方ま
たは側方に移動させるが、この移動のタイミングは傾斜
計11,11で検知したゴム板10,10の回動度合い
で判定することができる。The landfill material discharged from the lower end discharge port of the cylindrical pipe portion 6 is pushed out of the side edge of the rubber plate 10 while pushing up the rubber plates 10, 10, and is deposited on the tip metal fitting 4. When the installation height) reaches a predetermined value, the casting pipe 1 is moved upward or sideways. The timing of this movement is determined by the degree of rotation of the rubber plates 10, 10 detected by the inclinometers 11, 11. can do.
【0011】図示の打設管1は、上方の内管12と下方
の外管13とを伸縮自在に連結した二重管構造になって
おり、吊りワイヤ2は内管12の上端に連結され、ま
た、先端金具4は外管13の下端に取り付けられてい
る。The casting pipe 1 shown in the drawing has a double pipe structure in which an upper inner pipe 12 and a lower outer pipe 13 are elastically connected, and the suspension wire 2 is connected to the upper end of the inner pipe 12. The tip fitting 4 is attached to the lower end of the outer tube 13.
【0012】内管12の下端と外管13の上端にはそれ
ぞれシール部14,15が設けられ、これらの間に打設
管伸長補助用兼埋立て材逆流防止用の圧力水が供給され
るようになっており(図1参照)、また、内管12と外
管13にそれぞれ装着された滑車16,17間に補巻き
ワイヤ18が張架され、これを巻くことによって打設管
1が収縮されるようになっている(図3参照)。Sealing portions 14 and 15 are provided at the lower end of the inner pipe 12 and the upper end of the outer pipe 13, respectively, and pressure water for assisting the expansion of the casting pipe and for preventing backflow of the landfill material is supplied between them. The auxiliary winding wire 18 is stretched between the pulleys 16 and 17 mounted on the inner pipe 12 and the outer pipe 13, respectively, and the casting pipe 1 is wound by winding the auxiliary winding wire 18. It is designed to be contracted (see Fig. 3).
【0013】打設管1を前述のような二重管構造にする
と、収縮状態で横移動を行い、移動位置で伸長状態にす
ればよいので、打設管1を吊るブームの長さを短くする
ことができ、また、高流動性埋立て材圧送用ホース3の
高さを常にほほ一定に保持して打設作業を行うことがで
きるので、高流動性埋立て材の圧送抵抗が一定となり、
脈動の発生を防止できる利点がある。When the placing pipe 1 has the double pipe structure as described above, it is only necessary to laterally move in the contracted state and extend in the moving position, so that the length of the boom that suspends the placing pipe 1 is shortened. Further, since the pouring work can be performed while the height of the high-fluidity landfill material pumping hose 3 is always kept almost constant, the pumping resistance of the high-fluidity landfill material becomes constant. ,
There is an advantage that pulsation can be prevented.
【0014】なお、図中、19は、エア操作で打設時に
開、移動時に閉にするピンチバルブ、20は、埋立て材
排出圧力測定用の圧力計、21は、先端金具4内の圧力
が外の圧力より大きい場合に閉じ、逆の場合に開く逆止
弁である。In the figure, 19 is a pinch valve which is opened during driving by air operation and closed during movement, 20 is a pressure gauge for measuring the landfill material discharge pressure, and 21 is the pressure inside the tip fitting 4. Is a check valve that closes when is greater than the outside pressure and opens when the pressure is outside.
【0015】本発明の装置では、打設作業の開始に先立
って管路内のエア抜きを行うが、このエア抜きを簡単に
行うためには、埋立て材圧送用ポンプにスクイズポンプ
を用い、これを逆回転させて、水を逆止弁21から埋立
て材製造装置まで逆流させるようにするのがよい。In the apparatus of the present invention, air is evacuated from the inside of the pipe prior to the start of the pouring work. In order to easily perform this air squeeze, a squeeze pump is used as the landfill pressure pump. It is preferable to reversely rotate this so that water flows back from the check valve 21 to the landfill material manufacturing apparatus.
【図1】本発明の装置の一例の全体的側面図である。1 is a general side view of an example of a device of the present invention.
【図2】側方排出口のゴム板の取付け態様を示す底面図
である。FIG. 2 is a bottom view showing a mounting mode of a rubber plate of a side discharge port.
【図3】補巻きワイヤの張架態様を示す側面図である。FIG. 3 is a side view showing a tension mode of a supplementary winding wire.
1:打設管、2:吊りワイヤ、3:高流動性埋立て材圧
送用ホース、4:先端金具、5:円錐形管部、6:円筒
形管部、7:下端部、8:ゴム板、9:鉄板、10:ゴ
ム板、11:傾斜計、12:内管、13:外管、14:
シール部、15:シール部、16:滑車、17:滑車、
18:補巻きワイヤ、19:ピンチバルブ、20:圧力
計、21:逆止弁。1: Placing pipe, 2: Suspending wire, 3: High-fluidity landfill material pumping hose, 4: Tip fitting, 5: Conical pipe part, 6: Cylindrical pipe part, 7: Lower end part, 8: Rubber Plate, 9: Iron plate, 10: Rubber plate, 11: Inclinometer, 12: Inner tube, 13: Outer tube, 14:
Seal part, 15: Seal part, 16: Pulley, 17: Pulley,
18: auxiliary winding wire, 19: pinch valve, 20: pressure gauge, 21: check valve.
Claims (3)
打設管の上端に高流動性埋立て材圧送用ホースを連結す
るとともに、下端に大径の先端金具を取り付け、前記打
設管の下端部を、打設管を流下した高流動性埋立て材が
先端金具の円筒形管部の上半部の内面近くで接線方向に
吐出されるように延長したことを特徴とする高流動性埋
立て材水中打設装置。1. A lower end of the casting pipe, in which a high-fluidity landfill material pressure-feeding hose is connected to the upper end of a tremie tubular casting pipe suspended by a hanging wire, and a large-diameter tip fitting is attached to the lower end. High-fluidity landfill characterized by extending the high-fluidity landfill material that has flowed down the casting pipe so that it is discharged tangentially near the inner surface of the upper half of the cylindrical pipe portion of the tip fitting. Underwater pouring equipment.
きのゴム板を上下方向に回動自在に取り付けた請求項1
記載の高流動性埋立て材水中打設装置。2. A rubber plate with an inclinometer is attached to the side discharge port at the lower end of the tip fitting so as to be vertically rotatable.
Highly fluid landfill material underwater pouring device described.
た請求項1記載の高流動性埋立て材水中打設装置。3. The high-fluidity landfill material submersible pouring device according to claim 1, wherein the pouring pipe has an expandable / contractible inner and outer double pipe structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001371996A JP3736626B2 (en) | 2001-11-01 | 2001-11-01 | High fluidity landfill underwater placement equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001371996A JP3736626B2 (en) | 2001-11-01 | 2001-11-01 | High fluidity landfill underwater placement equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2003138564A true JP2003138564A (en) | 2003-05-14 |
| JP3736626B2 JP3736626B2 (en) | 2006-01-18 |
Family
ID=19180962
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001371996A Expired - Fee Related JP3736626B2 (en) | 2001-11-01 | 2001-11-01 | High fluidity landfill underwater placement equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3736626B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013213357A (en) * | 2012-04-03 | 2013-10-17 | Yoshin Kensetsu Kk | Soil impervious material placing device and placing method thereof |
| JP2016061041A (en) * | 2014-09-17 | 2016-04-25 | 東亜建設工業株式会社 | Tremie pipe device and method for installing solidified soil under water |
| JP2018062757A (en) * | 2016-10-12 | 2018-04-19 | 東洋建設株式会社 | Device for feeding landfill material |
| CN115262564A (en) * | 2022-07-15 | 2022-11-01 | 湖北水总水利水电建设股份有限公司 | Improved deepwater grouting construction method |
-
2001
- 2001-11-01 JP JP2001371996A patent/JP3736626B2/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013213357A (en) * | 2012-04-03 | 2013-10-17 | Yoshin Kensetsu Kk | Soil impervious material placing device and placing method thereof |
| JP2016061041A (en) * | 2014-09-17 | 2016-04-25 | 東亜建設工業株式会社 | Tremie pipe device and method for installing solidified soil under water |
| JP2018062757A (en) * | 2016-10-12 | 2018-04-19 | 東洋建設株式会社 | Device for feeding landfill material |
| CN115262564A (en) * | 2022-07-15 | 2022-11-01 | 湖北水总水利水电建设股份有限公司 | Improved deepwater grouting construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3736626B2 (en) | 2006-01-18 |
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