JPH0320344Y2 - - Google Patents
Info
- Publication number
- JPH0320344Y2 JPH0320344Y2 JP1984154073U JP15407384U JPH0320344Y2 JP H0320344 Y2 JPH0320344 Y2 JP H0320344Y2 JP 1984154073 U JP1984154073 U JP 1984154073U JP 15407384 U JP15407384 U JP 15407384U JP H0320344 Y2 JPH0320344 Y2 JP H0320344Y2
- Authority
- JP
- Japan
- Prior art keywords
- tube
- concrete
- slide
- storage
- tremor
- 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
Links
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は水中コンクリート打設装置に関す
る。[Detailed description of the invention] [Industrial application field] This invention relates to an underwater concrete placement device.
従来、海底等にコンクリートを打設する装置と
してトレミ管を多数継ぎ合わせて海底に到達させ
るとともに、場合によつては最下端のトレミ管の
開閉をなす開閉弁を取り付けたものが知られてい
る。
Conventionally, as a device for pouring concrete on the seabed, etc., a device is known in which a number of tremor pipes are connected together to reach the seabed, and in some cases, an on-off valve is installed to open and close the lowermost tremor pipe. .
ところで上記打設装置を利用して高落差で広い
面に水中コンクリートの打設を行う場合、打設開
始時など海底のトレミ管の下端を被うコンクリー
トの量(いわゆるかぶり量)が少ないと、トレミ
管の下端からコンクリートが噴出して分散し、海
水が混入するためコンクリートの劣化をきたすと
いつた問題がある。
By the way, when placing underwater concrete on a wide surface with a high head using the above-mentioned pouring equipment, if the amount of concrete covering the lower end of the tremie pipe on the seabed (so-called cover amount) is small at the beginning of pouring, There is a problem that concrete erupts from the lower end of the tremor pipe and is dispersed, causing seawater to enter and cause the concrete to deteriorate.
この考案は上記事情に鑑みてなされたもので、
トレミ管の下端から水底にコンクリートを噴出さ
せずに流出させて打設することができる水中コン
クリート打設装置を提供することを目的とする。
This idea was made in view of the above circumstances,
To provide an underwater concrete placing device capable of pouring concrete from the lower end of a tremi pipe to the bottom of the water without spewing it out.
この考案は、水底に打設する生コンを通すトレ
ミ管の下部に、トレミ管を覆つてトレミ管の周囲
に収納部を形成する収納シリンダを取り付け、該
収納シリンダを、下端が前記トレミ管の下端より
も上方にて終端する収納筒と、下部が開口され該
収納筒の下方に該収納筒に対して長さ方向に摺動
自在に嵌合されたスライド筒とから構成するとと
もに、前記収納筒とスライド筒との間には昇降手
段が付設し、しかも前記スライド筒は、該スライ
ド筒をスライド移動させたときに前記トレミ管の
下端が該スライド筒下端に対して出没自在となる
ような位置に設けたものである。
This idea is to attach a storage cylinder that covers the tremi tube and forms a storage section around the tremi tube to the lower part of the tremi tube through which ready-mixed concrete is cast at the bottom of the water, and to connect the storage cylinder so that the lower end thereof is the lower end of the tremi tube. a storage cylinder that terminates above the storage cylinder; and a slide cylinder that is open at the bottom and fitted to the storage cylinder so as to be slidable in the longitudinal direction with respect to the storage cylinder below the storage cylinder, and the storage cylinder A lifting means is provided between the slide tube and the slide tube, and the slide tube is located at a position such that the lower end of the tremie tube can freely protrude and retract from the lower end of the slide tube when the slide tube is slid. It was established in
スライド筒を水底の地盤に接地させた後にトレ
ミ管から収納部内に生コンを流入させ、その後に
スライド筒を地盤から離すことによつてトレミ管
の下端を所要厚さの生コンで覆いつつコンクリー
ト打設を行い、コンクリートの劣化を防ぐ。ま
た、所要のかぶり厚が確保された後は、スライド
筒を上方に退去させることにより、トレミ管のみ
を打設コンクリート内に埋没させた状態での打設
が可能となる。
After the slide tube is grounded to the ground at the bottom of the water, fresh concrete flows into the storage space from the tremi tube, and then the slide tube is removed from the ground to cover the lower end of the tremi tube with ready-mixed concrete of the required thickness and concrete is poured. to prevent concrete deterioration. Further, after the required cover thickness is secured, by moving the slide tube upward, it becomes possible to pour the concrete with only the tremor tube buried in the poured concrete.
第1図ないし第7図はこの考案の一実施例を示
すものである。第1図中11はトレミ管であり、
このトレミ管11の先端部には、打設機構Dが取
り付けられている。
1 to 7 show an embodiment of this invention. 11 in Figure 1 is a toremi tube,
A driving mechanism D is attached to the tip of the tremor tube 11.
打設機構Dは、継手12に取り付けられた下部
トレミ管11cと、この下部トレミ管11cに下
部トレミ管11cを囲んで設けられた2重筒構成
の収納シリンダ16と、収納シリンダ16に付設
された昇降手段17を主体として構成されてい
る。 The driving mechanism D includes a lower trembling pipe 11c attached to the joint 12, a storage cylinder 16 having a double cylinder configuration provided in the lower trembling pipe 11c surrounding the lower trembling pipe 11c, and a storage cylinder 16 attached to the storage cylinder 16. The main body is a lifting means 17.
上記収納シリンダ16は、下端を下部トレミ管
11cの下端より上方にして下部トレミ管11c
を囲む収納筒16aと、下部が開口され、この収
納筒16aの下部に収納筒16aの長さ方向に摺
動自在に嵌合されたスライド筒16bとから成
り、収納筒16aおよびスライド筒16bと下部
トレミ管11cとの間には収納部Sが形成されて
いる。 The storage cylinder 16 has a lower end above the lower end of the lower tremor pipe 11c, and the lower tremor pipe 11c
It consists of a storage cylinder 16a that surrounds the housing cylinder 16a, and a slide cylinder 16b that has an open bottom and is fitted into the lower part of the storage cylinder 16a so as to be slidable in the length direction of the storage cylinder 16a. A storage section S is formed between the lower trembling tube 11c and the lower trembling tube 11c.
上記昇降手段17は収納筒16aに取り付けら
れたスライドシリンダ17aから成り、スライド
シリンダ17aのシリンダロツド17bの先端は
スライド筒16bに取り付けられていて、スライ
ドシリンダ17aはシリンダロツド17bによつ
てスライド筒16bを移動させ、スライド筒16
bによつて下部トレミ管11cの下端を覆つたり
露出させるようになつている。すなわち、前記ス
ライド筒16bは、該スライド筒16bがスライ
ド移動されたときに下部トレミ管11cの下端を
該スライド筒16bの下端に対して出没自在とす
るように設けられているわけである。 The elevating means 17 consists of a slide cylinder 17a attached to a storage tube 16a, the tip of a cylinder rod 17b of the slide cylinder 17a is attached to the slide tube 16b, and the slide cylinder 17a moves the slide tube 16b by the cylinder rod 17b. and slide tube 16
b covers or exposes the lower end of the lower tremor tube 11c. That is, the slide tube 16b is provided so that when the slide tube 16b is slid, the lower end of the lower tremor tube 11c can freely move in and out of the lower end of the slide tube 16b.
なお、図中20,20,は、上端を収納筒16
aに取り付け、下端をスライド筒16bに固定さ
れた案内孔付の案内片21,21,21に各々挿
通して収納筒16aに対するスライド筒16bの
摺動を案内するガイドロツド、22は油圧ホース
である。収納筒16aの内側には熱電対16cが
周知のように設けられている。 In addition, in the figure, 20, 20, has its upper end connected to the storage cylinder 16.
A guide rod 22 is a hydraulic hose that is attached to the housing cylinder 16a and guides the sliding movement of the slide cylinder 16b relative to the storage cylinder 16a by inserting the lower end into guide pieces 21, 21, and 21 each having a guide hole fixed to the slide cylinder 16b. . A thermocouple 16c is provided inside the storage cylinder 16a as is well known.
次に上記のように構成されたこの考案の作用に
ついて説明する。 Next, the operation of this device configured as described above will be explained.
コンクリートを打設するには、トレミ管11…
を次々に継ぎ足してゆき、スライド筒16bを水
底に到達させる。この状態で水上に出るトレミ管
11にホツパを取り付けておく。 To place concrete, use the Tremi pipe 11...
are added one after another until the slide tube 16b reaches the bottom of the water. In this state, a hopper is attached to the tremor pipe 11 that comes out onto the water.
スライド筒16bの下端と下部トレミ管11c
の下端とを第3図に示すように水底に接触させた
ならば、ホツパよりトレミ管11の上部端に周知
のプランジヤ(詰め物)を周知のように嵌め込ん
でおき生コンをホツパから投入し、各トレミ管内
に第3図にも示すように生コンを満たしてプラン
ジヤを下部トレミ管の下端に移動させる。次に第
4図に示すようにスライド筒16bをスライドシ
リンダ17aによつて下に押し、収納筒16aと
下部トレミ管11cとを若干上昇させる。この操
作によつて下部トレミ管11cの下端のプランジ
ヤは生コンの圧力によつて外れ、収納部Sに生コ
ンが流入する。生コンが収納部S内に満ちたこと
を熱電対で検知したならば、スライド筒16bを
第6図に示すように上昇させ、所定厚さの生コン
で下部トレミ管11cの下端を被うように第4図
と第5図に示す動作を繰り返し行い、生コンを水
底に広げて第6図と第7図に示すように順次打設
を続行する。このようにして打設を行なうと、生
コンは直接打設現場の水底に出て広がるのではな
く、一旦収納部Sに滞留し、しかも、下部トレミ
管11cの下端を所定厚さの生コンで被つた状態
で打設をできるため、生コンの飛散を生じない状
態でコンクリート打設ができ、コンクリートの劣
化を防止できる。 The lower end of the slide tube 16b and the lower tremor tube 11c
When the lower end of the pipe is brought into contact with the bottom of the water as shown in Fig. 3, a well-known plunger (stuffing material) is fitted into the upper end of the tremor pipe 11 from the hopper in a well-known manner, and ready-mixed concrete is introduced from the hopper. As shown in FIG. 3, each tremor tube is filled with fresh concrete and the plunger is moved to the lower end of the lower tremor tube. Next, as shown in FIG. 4, the slide tube 16b is pushed down by the slide cylinder 17a, and the storage tube 16a and the lower trembling tube 11c are slightly raised. By this operation, the plunger at the lower end of the lower tremor pipe 11c is released by the pressure of the fresh concrete, and the fresh concrete flows into the storage section S. When the thermocouple detects that the storage section S is filled with fresh concrete, the slide tube 16b is raised as shown in FIG. The operations shown in FIGS. 4 and 5 are repeated, the ready-mixed concrete is spread on the bottom of the water, and pouring is continued in sequence as shown in FIGS. 6 and 7. When pouring is carried out in this way, the ready-mixed concrete does not directly come out to the bottom of the water at the pouring site and spread out, but instead stays in the storage section S, and the lower end of the lower tray pipe 11c is covered with ready-mixed concrete of a predetermined thickness. Since concrete can be poured in a concrete state, concrete can be poured without scattering of ready-mixed concrete, and concrete deterioration can be prevented.
しかも、このように所要のかぶり厚が確保され
た後においては、第7図に示すように前記スライ
ド筒16bを上方に退去させておけば、トレミ管
11(下部トレミ管11c)のみを打設されたコ
ンクリート内に埋没させた状態での打設作業が可
能である。したがつて、トレミ管11を横方向に
移動させながら広範囲にコンクリートを打設する
際には、小径なるトレミ管11(下部トレミ管1
1c)のみが打設コンクリート内を移動するもの
となるため、打設されたコンクリートから受ける
抵抗が小さく、スムーズな移動が可能で、以て作
業を能率的に行うことができる。また、このよう
に、所要のかぶり厚さが生じた後は、スライド筒
16bを上方に退去させてトレミ管のみでコンク
リートを打設すれば、打設コンクリートが収納部
S内に滞留されることがない。したがつて、この
収納部Sに滞留されていくコンクリートによつて
生ずる収納シリンダ16を上方に押し上げる力、
すなわち浮力を断つことができ、よつてコンクリ
ートの打設中、トレミ管11(下部トレミ管11
c)の下端部が打設コンクリート内から上方に抜
け出ることを確実に防止できる。 Moreover, after the required cover thickness is secured in this way, if the slide tube 16b is moved upward as shown in FIG. 7, only the tremor tube 11 (lower tremor tube 11c) can be cast. Possible to perform pouring work while buried in concrete. Therefore, when pouring concrete over a wide area while moving the tremor pipe 11 laterally, the tremor pipe 11 with a small diameter (lower tremor pipe 1
Since only part 1c) moves within the poured concrete, the resistance received from the poured concrete is small and smooth movement is possible, making it possible to perform the work efficiently. Furthermore, after the required cover thickness has been achieved, if the slide tube 16b is moved upward and concrete is poured using only the tremor tube, the poured concrete will be retained in the storage section S. There is no. Therefore, the force that pushes up the storage cylinder 16 due to the concrete retained in this storage section S,
In other words, the buoyancy can be cut off, and the tremor pipe 11 (lower tremor pipe 11
c) It is possible to reliably prevent the lower end portion from slipping out upward from the poured concrete.
以上説明したようにこの考案によれば、まずス
ライド筒を水底に密接させ、収納筒とスライド筒
の内部に生コンを落下させて滞留させ、続いてス
ライド筒を上昇させてコンクリートの打設を行う
ことにより、トレミ管下端を覆う生コンのかぶり
量を確保しつつ打設をなしえ、下部トレミ管から
生コンを噴出させることなく、かつトレミ管内へ
の水の流入を防止して生コンを水底に流下させつ
つコンクリートの打設ができ、したがつてコンク
リートが劣化することがない。
As explained above, according to this invention, the slide tube is first brought into close contact with the bottom of the water, the ready-mixed concrete is dropped and retained inside the storage tube and the slide tube, and then the slide tube is raised to place concrete. By doing this, it is possible to perform pouring while ensuring the amount of cover of the ready-mixed concrete covering the lower end of the trembling pipe, and without spewing out the ready-mixed concrete from the lower trembling pipe, and by preventing water from flowing into the trembling pipe, allowing the ready-mixed concrete to flow to the bottom of the water. Concrete can be placed while the concrete is being placed, and therefore the concrete does not deteriorate.
さらに、所要のかぶり厚が確保された後におい
ては、スライド筒を上方に退去させておくことに
より、トレミ管のみを、打設されたコンクリート
内に埋没させた状態での打設作業が可能となり、
これによつてトレミ管を横方向に移動させる際の
抵抗を低減させてスムーズかつ能率的な作業を望
める。しかも、このようにスライド筒を上方に退
去させて、トレミ管のみを打設コンクリート内に
埋没させた状態での打設作業が可能となるので、
所要のかぶり厚が生じた後のコンクリート打設作
業は、打設コンクリートを収納部に滞留させずに
行うことができ、これによつてトレミ管に生じる
浮力を確実に防止して確実なる作業を行える、等
の優れた効果を奏することができる。 Furthermore, after the required cover thickness is secured, by moving the slide tube upward, it becomes possible to perform pouring work with only the tremor tube buried in the poured concrete. ,
This reduces the resistance when moving the tremor tube laterally, allowing for smooth and efficient work. Moreover, it is possible to move the slide tube upward in this way and perform pouring work with only the tremor tube buried in the poured concrete.
Concrete pouring work after the required cover thickness has been achieved can be carried out without allowing the poured concrete to remain in the storage area.This reliably prevents buoyancy from occurring in the tremie pipe, allowing for reliable work. It is possible to achieve excellent effects such as:
第1図ないし第7図はこの考案の第1実施例を
示すもので、第1図は収納筒の断面図、第2図は
収納筒の平面図、第3図は生コン投入開始時の収
納筒の断面図、第4図は生コン滞留時の収納筒の
断面図、第5図はコンクリートの打設開始時の収
納筒の断面図、第6図はコンクリート打設進行中
の収納筒の断面図、第7図は収納筒の移動前の状
態を示す断面図である。
11……トレミ管、11c……下部トレミ管、
17……昇降手段、16a……収納筒、16b…
…スライド筒、S……収納部。
Figures 1 to 7 show the first embodiment of this invention. Figure 1 is a sectional view of the storage cylinder, Figure 2 is a plan view of the storage cylinder, and Figure 3 is the storage of the cylinder at the time of starting pouring of ready-mixed concrete. A cross-sectional view of the cylinder; Figure 4 is a cross-sectional view of the storage cylinder when fresh concrete is retained; Figure 5 is a cross-section of the storage cylinder at the start of concrete pouring; Figure 6 is a cross-section of the storage cylinder during concrete pouring. 7 are cross-sectional views showing the state before the storage cylinder is moved. 11...Toremi tube, 11c...Lower toremi tube,
17... Lifting means, 16a... Storage cylinder, 16b...
...Slide tube, S...Storage section.
Claims (1)
部に、該トレミ管を覆つて該トレミ管の周囲に収
納部Sを形成する収納シリンダ16が取り付けら
れ、該収納シリンダ16は、下端が前記トレミ管
11の下端よりも上方にて終端する収納筒16a
と、下部が開口され前記収納筒の下方に該収納筒
に対して長さ方向に摺動自在に嵌合されたスライ
ド筒16bとから構成され、前記収納筒16aと
スライド筒16bとの間には昇降手段17が付設
され、しかも前記スライド筒16bは、該スライ
ド筒がスライド移動されたときに前記トレミ管1
1の下端を該スライド筒下端に対して出没自在と
する位置に設けられていることを特徴とする水中
コンクリート打設装置。 A storage cylinder 16 that covers the tremi tube and forms a storage section S around the tremi tube is attached to the lower part of the tremi tube 11 through which ready-mixed concrete is cast at the bottom of the water. Storage tube 16a that terminates above the lower end of the tube 11
and a slide tube 16b that is open at the bottom and fitted below the storage tube so as to be slidable in the longitudinal direction, and between the storage tube 16a and the slide tube 16b. is provided with an elevating means 17, and the slide tube 16b is arranged so that when the slide tube is slid, the tremor tube 1
1. An underwater concrete placing device characterized in that the lower end of the slide cylinder is provided at a position where it can freely move in and out of the lower end of the slide tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15407384U JPS60111940U (en) | 1984-10-12 | 1984-10-12 | Underwater concrete placement equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15407384U JPS60111940U (en) | 1984-10-12 | 1984-10-12 | Underwater concrete placement equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60111940U JPS60111940U (en) | 1985-07-29 |
| JPH0320344Y2 true JPH0320344Y2 (en) | 1991-05-01 |
Family
ID=30712067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15407384U Granted JPS60111940U (en) | 1984-10-12 | 1984-10-12 | Underwater concrete placement equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60111940U (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS531965A (en) * | 1976-06-25 | 1978-01-10 | Toshiba Corp | Control device of waste water and rain water pumps in sewage treatment facilities |
| JPS6019150Y2 (en) * | 1980-01-11 | 1985-06-10 | 東洋基礎工業株式会社 | Borehole processing equipment |
-
1984
- 1984-10-12 JP JP15407384U patent/JPS60111940U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60111940U (en) | 1985-07-29 |
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