JPS60498B2 - Underwater concrete pouring method - Google Patents
Underwater concrete pouring methodInfo
- Publication number
- JPS60498B2 JPS60498B2 JP1553279A JP1553279A JPS60498B2 JP S60498 B2 JPS60498 B2 JP S60498B2 JP 1553279 A JP1553279 A JP 1553279A JP 1553279 A JP1553279 A JP 1553279A JP S60498 B2 JPS60498 B2 JP S60498B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- pipe
- valve
- tremie
- 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
Links
- 238000000034 method Methods 0.000 title claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 31
- 238000010276 construction Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Description
【発明の詳細な説明】
水中構造物の施工において、コンクリートの打設方法と
してトレミー管による施工法が多用されている。DETAILED DESCRIPTION OF THE INVENTION In the construction of underwater structures, a construction method using tremie pipes is often used as a method for placing concrete.
しかしながらトレミー管よりコンクリートを打ち込む際
、何等かの不具合、事故等によってコンクリートの打込
みが中断されたのち、コンクリート打設が再開された際
にトレミー管に最初のコンクリートを打込むときの対策
が問題とされている。このことは大深度の水中構造物の
施工においては重大な問題となり、大深度水中構造物の
施工の増大にある現状にあっては、この問題の解決が切
望されている。本発明はこのような問題を解決するとと
もに、従釆のトレミー工法の欠点を除去して、信頼度の
高い水中コンクリートの打設を可能ならしめた、改良さ
れた水中コンクリートの打談工法を提供するものである
。However, when pouring concrete through a tremie pipe, after concrete pouring has been interrupted due to some kind of malfunction or accident, there is a problem with measures to be taken when concrete pouring is restarted and the first concrete is poured into the tremie pipe. has been done. This becomes a serious problem in the construction of underwater structures at great depths, and in the current situation where the number of constructions of underwater structures at great depths is increasing, a solution to this problem is desperately needed. The present invention solves these problems and provides an improved underwater concrete casting method that eliminates the drawbacks of the conventional tremie method and enables highly reliable underwater concrete placement. It is something to do.
第1図乃至第3図は従釆のトレミー工法を示すものであ
り、第1図に示すものであり、第1図に示す従来工法に
おいては、トレミー管aの下端部を蓋片bで閉塞して水
中に配設して管内にコンクリートを打込むものであるが
、水深が大になると浮力が大きくなり、トレミー管aの
固定が困難になり、またコンクリートの落下速度に伴な
う衝撃力によって蓋片bが取れ易く、更にコンクリート
打設の中断ができない。Figures 1 to 3 show the tremie construction method for a secondary shaft, which is shown in Figure 1. In the conventional construction method shown in Figure 1, the lower end of the tremie pipe a is closed with a cover piece b. The tremie pipe is placed underwater and concrete is poured into the pipe, but as the water depth increases, the buoyancy increases, making it difficult to fix the tremie pipe a, and the impact force caused by the falling speed of the concrete causes the lid to break. Piece b can be easily removed, and furthermore, concrete pouring cannot be interrupted.
第2図に示す従来工法においては、トレミー管aにプラ
ンジャcを可摺動的に鞍菱して管内にコンクリートdを
打込むものであるが、プランジャcの落下速度を制御で
きないのでコンクリートdが急激に吐出されL またコ
ンクリート打設の中断ができない。In the conventional construction method shown in Fig. 2, a plunger c is slidably inserted into a tremie pipe a and concrete d is poured into the pipe, but since the falling speed of the plunger c cannot be controlled, the concrete d is poured rapidly. Also, concrete pouring cannot be interrupted.
第3図に示す従来工法においては、前記第2図の工法を
改善するため、プランジャcを昇降素eで懸吊してその
落下速度を制御しているが、コンクリート打設の中断が
できない。In the conventional method shown in FIG. 3, in order to improve the method shown in FIG. 2, the plunger c is suspended by a lifting element e to control its falling speed, but concrete placement cannot be interrupted.
本発明はこのような欠陥を除去するものであって、下端
近傍に開閉弁の配設されたトレミー管を、同開閉弁を開
いた状態で水中に配置し、次いで同開閉弁を閉じてトレ
ミー管に注水して同管内の水位を揚げ、次いで同管内に
プランジャを情勤自在に鉄装したのちコンクリートを投
入し、次いで前記開閉弁の開度を調整して前記トレミー
管内のコンクリートを前記プランジャに追随して下降せ
しめ管下端より水中に落下せしめることを特徴とする水
中コンクリートの打設工法に係るものである。The present invention aims to eliminate such defects by placing a tremie pipe equipped with an on-off valve near its lower end in water with the on-off valve open, and then closing the on-off valve to complete the tremie pipe. Water is injected into the pipe to raise the water level in the pipe, and then a plunger is conveniently installed in the pipe, concrete is poured into the pipe, and the opening degree of the opening/closing valve is adjusted to cause the concrete in the tremie pipe to flow into the plunger. This relates to an underwater concrete placing method characterized by dropping concrete into the water from the lower end of the pipe.
本発明においては前記したように、トレミー管の水中設
置に際して、同管下端近傍に配設された開閉弁を開いた
状態で行なうので、トレミー管内は外界の水位まで水で
満たされるので、浮力によってトレミー管の固定が困難
になるというような問題は全くない。In the present invention, as described above, when installing the tremie tube underwater, the on-off valve installed near the lower end of the tube is opened, so the inside of the tremie tube is filled with water up to the water level in the outside world, so the buoyancy There are no problems such as difficulty in fixing the tremie tube.
前記のようにトレミー管を水中に配置したのち、本発明
においては前記開閉弁を閉じて管内に注水して管内の水
位を外界の水位より揚げてからプランジャを管内に可摺
動的に欧装してコンクリートを投入するものであり、従
って管内コンクリートは管内水圧によって落下しない。After the tremie tube is placed underwater as described above, in the present invention, the on-off valve is closed and water is injected into the tube to raise the water level inside the tube above the water level in the outside world, and then the plunger is slidably inserted into the tube. Therefore, the concrete inside the pipe will not fall due to the water pressure inside the pipe.
本発明においてはこの後、開閉弁の関度を調整してトレ
ミー管内の水位を徐々に降下させるようにしたので、管
内のコンクリートは水位の下降速度に従って前記プラン
ジャに追随して管内を落下して管下端より水中に落下す
る。このように本発明によればトレミー管内の水圧を利
用してコンクリートの打設を行なうようにしたので、ト
レミ−管による最初のコンクリート打設を容易にし、且
つコンクリートの骨材分離を除去して確実に良質のコン
クリートを打設することができ、特に大深度のコンクリ
ート打設に対して有効である。In the present invention, after this, the water level in the tremie pipe is gradually lowered by adjusting the relationship of the on-off valve, so that the concrete in the pipe follows the plunger and falls inside the pipe according to the rate of decline of the water level. It falls into the water from the bottom end of the pipe. In this way, according to the present invention, concrete is placed using the water pressure inside the tremie pipe, which facilitates the initial concrete placement using the tremie pipe, and eliminates the separation of concrete aggregates. It is possible to reliably place high-quality concrete, and is particularly effective for placing concrete at great depths.
また前記開閉弁を調整することによってコンクリートの
打設速度を自由に調整でき、現場の情況に即応したコン
クリート打設が行なわれ、信頼度の高い水中コンクリー
ト打設が可能となる。本発明はまた前記水中コンクリー
トの打設工法において、コンクリート打設を中断する場
合、前記トレミー管の開閉弁を閉じることを特徴とする
もので、かくしてコンクリートの供給が間に合わない工
事の段取り替えや事故等によって生起するコンクリート
打談の中断に対処しうるものである。Further, by adjusting the on-off valve, the concrete placing speed can be freely adjusted, concrete is placed in response to the situation at the site, and highly reliable underwater concrete placing is possible. The present invention is also characterized in that, in the underwater concrete placing method, when concrete placing is interrupted, the on-off valve of the tremie pipe is closed. It is possible to deal with interruptions in concrete pouring caused by such reasons.
以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.
1はトレミー管で、その下端より約1の上部に開閉弁2
が酉己設される。1 is a tremie tube, and there is an on-off valve 2 approximately 1 above the lower end of the tube.
is established.
なお同開閉弁2は空気圧によって開閉作動を行なうピン
チバルブの如き自動開閉弁が使用される。而してトレミ
ー管1は、開閉弁2を開いた状態で水中に設置される。
この際トレミー管1の中は、外界の水位3まで水で満た
されるので、浮力による問題は生起しない。(第4図参
照)次いで開閉弁2を閉じ、コンクリートの投入に支障
のない高さまでトレミー管1内に注入して管内の水位3
を外界の水位3より揚げたのち、管内にプランジャ4を
可摺動的に鞍菱してからコンクリート5を投入する。The on-off valve 2 is an automatic on-off valve such as a pinch valve that is opened and closed by air pressure. The tremie tube 1 is placed underwater with the on-off valve 2 open.
At this time, since the inside of the tremie tube 1 is filled with water up to the water level 3 in the outside world, no problem occurs due to buoyancy. (See Figure 4) Next, close the on-off valve 2, and pour concrete into the tremie pipe 1 to a height that does not interfere with the pouring of concrete.The water level in the pipe is 3.
After raising the water above the water level 3 in the outside world, a plunger 4 is slidably inserted into the pipe, and then concrete 5 is poured into the pipe.
この際投入されたコンクリート5は管内水圧によって落
下しない。なお図中6はホッパである。(第5図参照)
次いで開閉弁2を徐々に開いてトレミー管1内の水位を
下げると、管内のコンクリート5は管内水位の下降速度
に従って、以後はコンクリート5の自重と水圧とのバラ
ンスによって落下する。At this time, the poured concrete 5 does not fall due to the water pressure inside the pipe. Note that 6 in the figure is a hopper. (See Figure 5)
Next, when the on-off valve 2 is gradually opened to lower the water level in the tremie pipe 1, the concrete 5 in the pipe falls according to the rate of decline of the water level in the pipe, and thereafter due to the balance between the concrete 5's own weight and the water pressure.
この際トレミー管1内の水圧は開閉弁2の操作によって
自由に調節できるので、コンクリート5の落下速度も自
由に調節できる。(第6図及び第7図参照)かくしてプ
ランジャ4が開閉弁2に到達したとき開閉弁2を全開し
てプランジヤ4をトレミー管1の下端より押出して、同
管1より水中にコンクリートを打設するものである。At this time, since the water pressure in the tremie pipe 1 can be freely adjusted by operating the on-off valve 2, the falling speed of the concrete 5 can also be freely adjusted. (See Figures 6 and 7) Thus, when the plunger 4 reaches the on-off valve 2, the on-off valve 2 is fully opened, the plunger 4 is pushed out from the lower end of the tremie pipe 1, and concrete is poured into the water from the same pipe 1. It is something to do.
(第8図参照)而して第8図に示すようにコンクリート
5を連続的に水中に打設している状態において、事故等
によりコンクリートの打設を中断するときは、開閉弁2
を閉じればよい。以上本発明を実施例について説明した
が、本発明は勿論このような実施例にだけ局限されるも
のではなく、本発明の精神を逸脱しない範囲内で、種々
の設計の改変を施しうるものである。(Refer to Fig. 8) When concrete 5 is continuously placed in water as shown in Fig. 8, when concrete placement is interrupted due to an accident, etc., the opening/closing valve 2
Just close it. Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the invention. be.
第1図乃至第3図は従釆のトレミー工法の実施状況を示
す縦断面図、第4図乃至第8図は本発明に係る水中コン
クリートの打設工法の一実施例の工程を示す縦断面図で
ある。
1・・・・・・トレミー管、2・…・・開閉弁、4・・
・・・・プランジヤ、5……コンクリート。
完↑図
第2図
第3図
第4図
第5図
第6図
発フ図
第8図Figures 1 to 3 are longitudinal cross-sectional views showing the implementation status of the subordinate tremie method, and Figures 4 to 8 are longitudinal cross-sectional views showing the steps of an embodiment of the underwater concrete casting method according to the present invention. It is a diagram. 1... Tremy tube, 2... Open/close valve, 4...
...Plungeer, 5...Concrete. Complete ↑Figure 2Figure 3Figure 4Figure 5Figure 6F Figure 8
Claims (1)
閉弁を開いた状態で水中に配置し、次いで同開閉弁を閉
じてトレミー管に注水して同管内の水位を揚げ、次いで
同管内にプランジヤを摺動自在に嵌装したのちコンクリ
ートを投入し、次いで前記開閉弁の開度を調整して前記
トレミー管内のコンクリートを前記プランジヤに追随し
て下降せしめ管下端より水中に落下せしめることを特徴
とする水中コンクリートの打設工法。 2 特許請求の範囲第1項に所載の工法において、コン
クリート打設を中断する場合、前記トレミー管の開閉弁
を閉じることを特徴とする水中コンクリートの打設工法
。[Scope of Claims] 1. A tremie pipe equipped with an on-off valve near its lower end is placed in water with the on-off valve open, and then the on-off valve is closed and water is injected into the tremie pipe to cool the inside of the pipe. After raising the water level, a plunger is slidably fitted in the pipe, concrete is poured in, and the opening degree of the opening/closing valve is adjusted to cause the concrete in the tremie pipe to follow the plunger and descend to the lower end of the pipe. A method of placing underwater concrete that is characterized by allowing the concrete to fall deeper into the water. 2. An underwater concrete placing method as set forth in claim 1, characterized in that when concrete placement is interrupted, the on-off valve of the tremie pipe is closed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1553279A JPS60498B2 (en) | 1979-02-15 | 1979-02-15 | Underwater concrete pouring method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1553279A JPS60498B2 (en) | 1979-02-15 | 1979-02-15 | Underwater concrete pouring method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55108529A JPS55108529A (en) | 1980-08-20 |
| JPS60498B2 true JPS60498B2 (en) | 1985-01-08 |
Family
ID=11891410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1553279A Expired JPS60498B2 (en) | 1979-02-15 | 1979-02-15 | Underwater concrete pouring method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60498B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102134852A (en) * | 2010-01-25 | 2011-07-27 | 宏利国际投资有限公司 | Concrete pouring equipment and method |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60208516A (en) * | 1984-03-31 | 1985-10-21 | Shimizu Constr Co Ltd | Placer for underwater concrete |
| KR100420074B1 (en) * | 2001-02-20 | 2004-02-25 | (주)한석엔지니어링 | A Construction Method of Underwater Concreting |
| KR100658589B1 (en) | 2004-06-16 | 2006-12-15 | 코오롱건설주식회사 | Underwater concrete pouring device and underwater concrete placing method using the same |
| CN102071691B (en) * | 2010-12-18 | 2012-08-29 | 中铁十七局集团第五工程有限公司 | Bored concrete pile underwater concrete perfusion pipe pressure type dredging device and method |
-
1979
- 1979-02-15 JP JP1553279A patent/JPS60498B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102134852A (en) * | 2010-01-25 | 2011-07-27 | 宏利国际投资有限公司 | Concrete pouring equipment and method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55108529A (en) | 1980-08-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPS60498B2 (en) | Underwater concrete pouring method | |
| CN104929108B (en) | A kind of construction method of hard soil site PCC | |
| JPS6125858B2 (en) | ||
| CN115142421B (en) | Guide and drainage device for pouring cast-in-place pile and guide and drainage method thereof | |
| JPS6149007A (en) | Water control valve device for underground dam | |
| JPS5822607B2 (en) | Method and device for placing concrete in water using tremie pipes | |
| JPS61187600A (en) | Siphon device for water filling caisson | |
| CN107724394A (en) | Tubing string cofferdam underwater gliders system and construction method | |
| JPH0433929B2 (en) | ||
| CN216765895U (en) | Discharging base for pouring underwater concrete of cast-in-place pile | |
| JPH0320343Y2 (en) | ||
| CN216978479U (en) | Underwater cast-in-place pile hole bottom slurry sampling device | |
| JPH0320342Y2 (en) | ||
| CN220099867U (en) | Valve pile shoe open-close state visible immersed tube | |
| JPS5810527B2 (en) | Method for constructing bagged sand piles in soft ground under water | |
| SU685753A1 (en) | Arrangement for automatic control of water level in hydraulic engineering structure pond | |
| JPS6142458A (en) | Casting method using tundish | |
| JP2824942B2 (en) | Construction method of foundation pile for underwater tunnel | |
| JPS59363Y2 (en) | hollow pile | |
| JP2001115457A (en) | Adjusting the head difference between inside and outside the deadline | |
| JPS607393Y2 (en) | Underwater bagged sand pile driving equipment | |
| JPH08199559A (en) | Blockage releasing device in concrete placing pipe and method for releasing blockage in concrete placing pipe | |
| SU435323A1 (en) | DEVICE FOR UNDERWATER CONCRETING WAVES | |
| CN114892649A (en) | Water-resisting bolt of cast-in-place pile and use method thereof | |
| JP2001081778A (en) | Device for placing concrete using tremie pipe |