JPS61122309A - Stopping of water from stand pipe for blocking water - Google Patents

Stopping of water from stand pipe for blocking water

Info

Publication number
JPS61122309A
JPS61122309A JP24239284A JP24239284A JPS61122309A JP S61122309 A JPS61122309 A JP S61122309A JP 24239284 A JP24239284 A JP 24239284A JP 24239284 A JP24239284 A JP 24239284A JP S61122309 A JPS61122309 A JP S61122309A
Authority
JP
Japan
Prior art keywords
water
chamber
stopping
blocking
standpipe
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
Application number
JP24239284A
Other languages
Japanese (ja)
Other versions
JPH0357250B2 (en
Inventor
良弘 田中
冨尾木 健司
将志 小林
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP24239284A priority Critical patent/JPS61122309A/en
Publication of JPS61122309A publication Critical patent/JPS61122309A/en
Publication of JPH0357250B2 publication Critical patent/JPH0357250B2/ja
Granted legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はケーソン、ウェルの如き水中構造物の内部の断
面厚を増大する場合、或い社前記ケーソンの上部にピア
を構築する場合に使用される遣水用スタンドパイプの上
水方法に係るものでちる。
Detailed Description of the Invention (Industrial Field of Application) The present invention can be used to increase the internal cross-sectional thickness of underwater structures such as caissons and wells, or to construct a pier on the top of a caisson. This applies to water supply methods for water supply stand pipes.

(従来の技術) 前記したように、ケーソン等の内部断面を増す場合や、
ケーソン上部にピアを構築する場合、遮水用スタンドパ
イプを設置してその内部をドライアップする必要がある
。その際、同スタントノイブの取付部の止水を完全に実
施する必要がある。
(Prior art) As mentioned above, when increasing the internal cross section of a caisson, etc.
When constructing a pier on top of a caisson, it is necessary to install a water-blocking standpipe and dry up the inside of the pier. At that time, it is necessary to completely shut off the water at the mounting part of the stunt knob.

第5図は従来のこの種の止水方法を示し、遮水用スタン
ドパイプ(cL)の下端に7ランジ(b)を設け、同7
ランジ(A)とケーソン囚に対する前記スタンドパイプ
据付面との間に止水ゴムガスフット(C)を介装し、こ
れを締付ボルト(d)で締付けて止水する方法が行なわ
れていた。
Figure 5 shows this type of conventional water shutoff method, in which a 7-lunge (b) is provided at the lower end of the water-blocking standpipe (cL).
A water-stopping rubber gas foot (C) was interposed between the lunge (A) and the standpipe mounting surface for the caisson prisoner, and this was tightened with a tightening bolt (d) to stop water. .

(発明が解決しようとする問題点) 前記従来の方法によれば、遮水用スタントノイブの据付
けに際し、ポル、トの締付けがダイパーによる水中作業
によって行なわれるので、ボルトを十分に締付けるのが
困難であり、従って止水ゴムガスケットが十分に機能せ
ず、完全な止水を期待できなかった。
(Problems to be Solved by the Invention) According to the conventional method, when installing the waterproof stunt knob, the bolts are tightened by underwater work using a dipper, so it is difficult to sufficiently tighten the bolts. Therefore, the water-stopping rubber gasket did not function adequately, and complete water-stopping could not be expected.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提案された
ものであって、下端外周面にチャンバが一体に設けられ
、且つ同チャンバの内外周に夫々フランジを具えた遮水
用スタンドパイプを水中構造物上に前記各7ランジとの
間に止水用ガスケットが介在するように据付けたのち、
前記チャンバ内を排水して同チャンバに静水圧を作用さ
せて一次上水を行ない、次いで前記チャンバく内の空気
を排出して同チャンバに大気圧を作用させ前記止水用ガ
スケットに大きな締付力を賦与することを特徴とする遮
水用スタンドパイプの止水方法に係るものである。
(Means for Solving the Problems) The present invention has been proposed to solve these problems, and includes a chamber integrally provided on the outer peripheral surface of the lower end, and a chamber provided on the inner and outer peripheries of the chamber, respectively. After installing a water-blocking standpipe equipped with flanges on the underwater structure with a water-blocking gasket interposed between each of the seven lunges,
The inside of the chamber is drained and hydrostatic pressure is applied to the chamber to perform primary water supply, and then the air inside the chamber is exhausted and atmospheric pressure is applied to the chamber to greatly tighten the water stop gasket. The present invention relates to a water-stopping method for a standpipe for water-blocking, which is characterized by applying force.

(作用) 本発明においては前記したように、パイプ下端外周面に
これと一体にチャンバ2を設け、同チャンバの内外周に
夫々7ランジを設けた遮水用スタン今       ド
パイブを使用し、同スタンドパイプを水中構造物上に前
記各7ランジとの間に上水用ガスケットが介在するよう
に据付けたのち、前記チャンバ内を排水するので同チャ
ンバには静水圧が作用して前記各止水用ガスケットに締
付力が賦与され、−次止水が行なわれる。
(Function) As described above, in the present invention, a chamber 2 is provided integrally with the outer circumferential surface of the lower end of the pipe, and a water-blocking stand pipe is used, in which seven lunges are provided on the inner and outer circumferences of the chamber. After the pipe is installed on the underwater structure so that the gasket for water supply is interposed between each of the seven lunges, water is drained from the chamber, so that hydrostatic pressure acts on the chamber and each of the water stop valves is A tightening force is applied to the gasket, and the next water stop is performed.

、次いで前記チャンバ内の空気を排出するようにしたの
で、同チャンバには前記静水圧に加えて大気圧が作用し
、前記止水用ガスケットに大きな締付力が賦与される。
Then, since the air in the chamber is exhausted, atmospheric pressure acts on the chamber in addition to the hydrostatic pressure, and a large tightening force is applied to the water-stopping gasket.

(発明の効果) 本発明によれば前記したように、遮水用スタンドパイプ
の下端外周にチャンバを一体に設け、その内外周に7ラ
ンジを設けて、同各7ランジと水中構造物における前記
スタンドパイプ据付面との間に止水用ガスケットを介装
し、前記チャンバ内の水を排水し、更に空気を排出して
同チャンバζに働く静水圧と大気圧とによって前記止水
用ガスケットにボルトの締付けでは得られないような大
きな締付力を賦与し、経済的に、しかも完全な止水を得
ることができる。
(Effects of the Invention) According to the present invention, as described above, a chamber is integrally provided on the outer periphery of the lower end of the water-shielding standpipe, and seven lunges are provided on the inner and outer circumferences of the chamber, and each of the seven lunges and the A water-stopping gasket is interposed between the standpipe installation surface, the water in the chamber is drained, and the air is discharged, and the water-stopping gasket is heated by the hydrostatic pressure and atmospheric pressure acting on the chamber ζ. It provides a large tightening force that cannot be obtained by tightening bolts, making it possible to economically and completely shut off water.

この際、前記チャンバの幅や、真空圧力を調整すること
によって、自由に締付力を調整できる。
At this time, the tightening force can be freely adjusted by adjusting the width of the chamber and the vacuum pressure.

また止水用ガスケットが前記チャンバの内外両7ランジ
に設けられることによって前記スタンド、(イブは二重
に止水され、よシ安全な止水効果が得られる。
Also, by providing water-stopping gaskets on both the inner and outer 7 lunges of the chamber, the stand is doubly water-stopped, and a much safer water-stopping effect can be obtained.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

(1)は遮水用スタンドパイプで、その下端外周全面に
亘ってチャンバ(2)が一体に設けられ、同チャンバ(
2)の内外側周に夫々7ランジ(3)(4)が設けられ
ている。
(1) is a water-shielding standpipe, and a chamber (2) is integrally provided over the entire outer circumference of the lower end of the standpipe.
Seven lunges (3) and (4) are provided on the inner and outer peripheries of 2), respectively.

而して前記スタンドパイプ(1)をケーソン(5)上に
、前記各7ランジ(3)(4)との間に止水用ゴムガス
ケット(6)(力が介装されるようにセットし、外周フ
ランジ(4)をボルト(8)で仮締めして、前記スタン
ド3パイプ(1)の振れ止め全行なう。(第2図参照)
次いで前記チャンバ(2)内の水を排水ポンプ(9)で
排除して、同チャンバ(2)に静水圧P1  を作用さ
せる。この静水圧Px  によって止水用ゴムガスケッ
ト(6)(7)が圧縮変形して一次止水が行なわれる。
Then, set the stand pipe (1) on the caisson (5) and the water-stop rubber gasket (6) between each of the seven lunges (3) and (4) so that a force is applied. , Temporarily tighten the outer periphery flange (4) with bolts (8) to fully stabilize the pipe (1) of the stand 3. (See Figure 2)
Next, the water in the chamber (2) is removed by the drain pump (9), and a hydrostatic pressure P1 is applied to the chamber (2). This hydrostatic pressure Px compresses and deforms the water-stopping rubber gaskets (6) and (7) to perform a primary water-stopping.

(第3図参照) 次いで前記スタンドパイプ(1)内の水を排出して内部
をドライ状態として、前記スタンドパイプ(1)の内側
から内周7ランジ(3)のポルHOを締付ける。
(See Figure 3) Next, the water in the stand pipe (1) is drained to make the inside dry, and the pol HO on the inner circumference 7 langes (3) is tightened from the inside of the stand pipe (1).

(第4図参照) 次いでチャンバ(2)内の空気を真空ポンプ(Ll)に
よって排出して同チャンバ(2)内を真空状態とし、同
チャンバ(2)に前記静水圧P に加えて大気圧P2を
作用させ、内外各72ンジ(2)(3)の下に取付けら
れた止水用ゴムガスケット(7)(8)を更に完全に圧
着する。更にこの圧着力を利用して内周の7ランジ(3
)のポル)(11の増し締めを行ない、止水を完全なも
のとする。(第1図参照) このように前記実施例によれば、前記チャンバ(2)に
作用する静水圧及び大気圧によって、ボルトの締付けで
は得られないような大きな締付力を止水用ゴムガスケツ
) (6)(7)に賦与することができ、経済的に、完
全な上水効果を挙げることができる。
(See Figure 4) Next, the air inside the chamber (2) is exhausted by the vacuum pump (Ll) to make the inside of the chamber (2) into a vacuum state, and in addition to the hydrostatic pressure P, atmospheric pressure is applied to the chamber (2). P2 is applied to further completely press the water-stop rubber gaskets (7) and (8) installed under the inner and outer 72-inches (2) and (3). Furthermore, using this pressure bonding force, 7 lunges (3
) (11) to complete the water stop. (See Figure 1) As described above, according to the embodiment, the hydrostatic pressure and atmospheric pressure acting on the chamber (2) As a result, a large tightening force that cannot be obtained by tightening bolts can be imparted to the water-stopping rubber gasket (6) and (7), making it possible to achieve economical and complete water purification effects.

また前記チャンバ(2)の幅や、真空圧力を調整するこ
とによって締付力を自由に調整することができる。更に
内外両正水用ガスケット(6)(7)が二重に配設され
ているので、よシ完全、確実な止水効果が得られる。
Further, the tightening force can be freely adjusted by adjusting the width of the chamber (2) and the vacuum pressure. Furthermore, since the inner and outer water gaskets (6) and (7) are double arranged, a complete and reliable water-stopping effect can be obtained.

またチャンバ(2)内を真空にして同チャンバ(2)に
作用する圧着力を利用して内周7う/ジ(3)のポル)
(10を締結できるので、大きな圧着力による増し締め
が可能となる。更に前記チャンバ(2)の内外7ランジ
(3)(4)はボルト(IG(8)を介してケーソン(
5)に取付けられるので、前記スタンドパイプ(1)の
取外しが容易に行なわれ、また外周7ランジ(4)のボ
ルト締めは仮止めであるので、ダイパ一作業が容易であ
る。
In addition, by making the inside of the chamber (2) a vacuum and using the pressure bonding force that acts on the chamber (2),
(10 can be fastened, making it possible to retighten with a large pressure force. Furthermore, the seven inner and outer flanges (3) and (4) of the chamber (2) are connected to the caisson (10) via bolts (IG (8)).
5), the standpipe (1) can be easily removed, and the outer periphery 7 langes (4) are only temporarily tightened with bolts, so the dieper work is easy.

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ついてのみ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。
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 present invention. .

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

第1図は本発明に係る遣水用スタントノぞイブのへ  
   止水方法の一実施例の最終工程を示す、縦断面図
、第2図及び第3図並に第4図は前記止水方法の工程を
示す縦断面図、第5図は従来の遣水用スタンドパイプの
上水方法の実施状況を示す縦断面図である。 (1)・・・遮水用スタンド・ぐイブ、(2)・・・チ
ャンバ、(3)・・・内周7ランジ、(4)・・・外周
7う/ジ、(5)・・・ケーソン、(6)・・・上水用
ゴムガスケット、(7)・・・止水用ゴムガスケット、
(8)・・・ボルト、(9)・・・排水ポンプ、C1O
・・・ボルト、(11)・・・真空ポンプ 代理人 弁理士 岡 本 重 文 外3名 第1記       第5図 第4図
Figure 1 shows a stunt nozzle for watering according to the present invention.
2, 3, and 4 are longitudinal sectional views showing the final steps of an embodiment of the water stopping method, and FIG. 5 is a vertical sectional view showing the steps of the water stopping method. It is a longitudinal cross-sectional view showing the implementation status of the standpipe water supply method. (1)...Water shielding stand/guib, (2)...Chamber, (3)...7 inner circumference lunges, (4)...7 outer circumference, (5)...・Caisson, (6)...Rubber gasket for water supply, (7)...Rubber gasket for water stop,
(8)...Bolt, (9)...Drain pump, C1O
...Bolt, (11)...Vacuum pump agent Patent attorney Shige Okamoto Three outsiders Part 1 Figure 5 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 下端外周面にチャンバが一体に設けられ、且つ同チャン
バの内外周に夫々フランジを具えた遮水用スタンドパイ
プを水中構造物上に前記各フランジとの間に止水用ガス
ケットが介在するように据付けたのち、前記チャンバ内
を排水して同チャンバに静水圧を作用させて一次止水を
行ない、次いで前記チャンバ内の空気を排出して同チャ
ンバに大気圧を作用させ前記止水用ガスケットに大きな
締付力を賦与することを特徴とする遮水用スタンドパイ
プの止水方法。
A water-blocking standpipe having a chamber integrally provided on the outer circumferential surface of the lower end and flanges on the inner and outer circumferences of the chamber is placed on the underwater structure so that a water-blocking gasket is interposed between each of the flanges. After installation, the inside of the chamber is drained and hydrostatic pressure is applied to the chamber to perform a primary water stop, and then the air inside the chamber is exhausted and atmospheric pressure is applied to the chamber to apply water stop to the water stop gasket. A water-stopping method for a water-blocking standpipe characterized by imparting a large tightening force.
JP24239284A 1984-11-19 1984-11-19 Stopping of water from stand pipe for blocking water Granted JPS61122309A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24239284A JPS61122309A (en) 1984-11-19 1984-11-19 Stopping of water from stand pipe for blocking water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24239284A JPS61122309A (en) 1984-11-19 1984-11-19 Stopping of water from stand pipe for blocking water

Publications (2)

Publication Number Publication Date
JPS61122309A true JPS61122309A (en) 1986-06-10
JPH0357250B2 JPH0357250B2 (en) 1991-08-30

Family

ID=17088468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24239284A Granted JPS61122309A (en) 1984-11-19 1984-11-19 Stopping of water from stand pipe for blocking water

Country Status (1)

Country Link
JP (1) JPS61122309A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005299222A (en) * 2004-04-12 2005-10-27 Penta Ocean Constr Co Ltd Cofferdam case body and its installation method
JP2009085197A (en) * 2007-10-03 2009-04-23 Mazda Motor Corp Lubricating device of engine crankshaft
JP2013044085A (en) * 2011-08-22 2013-03-04 Michihiro Oe Underwater foundation and installation method for underwater foundation

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005299222A (en) * 2004-04-12 2005-10-27 Penta Ocean Constr Co Ltd Cofferdam case body and its installation method
JP2009085197A (en) * 2007-10-03 2009-04-23 Mazda Motor Corp Lubricating device of engine crankshaft
JP2013044085A (en) * 2011-08-22 2013-03-04 Michihiro Oe Underwater foundation and installation method for underwater foundation

Also Published As

Publication number Publication date
JPH0357250B2 (en) 1991-08-30

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