JP5042783B2 - Water leakage part freezing device and water leakage part water stop method - Google Patents

Water leakage part freezing device and water leakage part water stop method Download PDF

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JP5042783B2
JP5042783B2 JP2007290479A JP2007290479A JP5042783B2 JP 5042783 B2 JP5042783 B2 JP 5042783B2 JP 2007290479 A JP2007290479 A JP 2007290479A JP 2007290479 A JP2007290479 A JP 2007290479A JP 5042783 B2 JP5042783 B2 JP 5042783B2
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freezing
water leakage
water
pipe
leakage part
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JP2009114769A (en
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輝 吉田
勝広 上本
邦彦 滝本
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Kajima Corp
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Description

本発明は、地盤または構造体等から小規模な漏水を止水する場合において、漏水部が平坦でない場合や狭隘部においても使用可能であり、軽量かつ効率よく対処できる押し当て式簡易凍結装置およびこれを用いた止水方法に関するものである。 The present invention, when stopping small-scale water leakage from the ground or a structure, etc., can be used even when the water leakage part is not flat or in a narrow part, and is a pressing type simple freezing device that can be handled lightly and efficiently, and The present invention relates to a water stopping method using this.

非開削地中切拡げ工事などで、地盤改良体や、構造物等の止水不良箇所から小規模な漏水が確認された場合、特に高水圧下では、早期に止水対策を施すことが必要である。早期に対策を施さない場合には漏水規模が大きくなり、水没事故や、地表面陥没事故などの大きなトラブルを引き起こすことになるためである。 When small-scale water leakage is confirmed from ground improvement bodies or poor water stoppages such as structures in non-open-cutting ground cutting expansion work, it is necessary to take measures to stop water early, especially under high water pressure. It is. If measures are not taken at an early stage, the scale of water leakage will increase, causing serious troubles such as submergence accidents and ground surface depression accidents.

特に凍結地盤に対しては、薬液注入等の一般的な止水工法では、凍土融解や漏水部損傷を引き起こすことから、有効な止水工法とはいえない。 Especially for frozen ground, a general water-stop method such as chemical solution injection is not an effective water-stop method because it causes melting of frozen soil and damage to the water leakage part.

このような漏水部に対して、凍結地盤にも影響を及ぼさず、応急的な止水装置として、地山に当接する当接部の周囲に止水枠が形成され、当接部を冷却するための冷却媒体を循環させる冷却管が内蔵される、押し当て式簡易凍結装置がある(特許文献1)。
特開2005−16225号公報
Such a water leakage part has no effect on the frozen ground, and as an emergency water stop device, a water stop frame is formed around the contact part that contacts the ground, and the contact part is cooled. There is a pressing type simple freezing device in which a cooling pipe for circulating a cooling medium is built in (Patent Document 1).
JP 2005-16225 A

しかし、特許文献1にかかる凍結装置は、止水枠で漏水部全体を覆うため、漏水箇所に段差がある場合や狭隘な部位での使用が制限されるという問題がある。また、当接部と冷却部との間に距離があるため、地盤等を効率よく冷却することができないという問題がある。さらに、装置の構成として、冷却部に冷却管が屈曲させて配置され、さらに当接部を別構造で有することから、構造が複雑で重量が重いという問題がある。 However, since the freezing apparatus according to Patent Document 1 covers the entire water leakage part with a water stop frame, there is a problem that use in a narrow part or a case where there is a step in the water leakage part is limited. Moreover, since there is a distance between the contact portion and the cooling portion, there is a problem that the ground or the like cannot be efficiently cooled. Furthermore, as a configuration of the apparatus, there is a problem that the structure is complicated and heavy because the cooling pipe is bent and arranged in the cooling section and the contact section has a separate structure.

本発明は、このような問題に鑑みてなされたもので、地盤または構造体等から小規模な漏水を止水する場合において、漏水部が平坦でない場合や狭隘部においても使用可能であり、簡易、軽量かつ冷却効率の高い押し当て式簡易凍結装置およびこれを用いた止水方法を提供することを目的とする。 The present invention has been made in view of such a problem, and can be used even when the water leakage portion is not flat or narrow when the small-scale water leakage is stopped from the ground or a structure, etc. An object of the present invention is to provide a pressing-type simple freezing device that is lightweight and has high cooling efficiency, and a water stop method using the same.

前述した目的を達成するための第1の発明は、地盤又は構造体からの漏水部に押し当てて漏水部を凍結させて止水する凍結装置であって、耐圧容器と、前記耐圧容器に貫通して設けられた排水管と、前記排水管に設けられたバルブと、前記耐圧容器の下端部外周に周方向に複数周設けられ、内部に冷媒を流すことができる凍結管と、前記凍結管に、前記凍結管と冷却対象部位である地面とが対向する隙間を埋めるように設けられた可塑性の熱伝導材と、具備し、漏水部に押し当てる際に、前記凍結管が前記熱伝導材の変形に追従して変形可能であるであることを特徴とする凍結装置である。
A first invention for achieving the above-described object is a freezing device that freezes a water leakage portion by pressing against the water leakage portion from the ground or a structure, and stops the water leakage. A drainage pipe provided in the drainage pipe, a valve provided in the drainage pipe, a freezing pipe that is provided in a plurality of circumferential directions on the outer periphery of the lower end portion of the pressure vessel, and that allows a refrigerant to flow therein, and the freezing pipe And a plastic heat conductive material provided so as to fill a gap between the freezing pipe and the ground which is a cooling target portion, and when the freezing pipe is pressed against a water leakage portion, the freezing pipe is provided with the heat conducting material. It is a freezing device characterized in that it can be deformed following the deformation of the above.

前記凍結管は、熱伝道材で覆われても良い。前記排水管の周囲に設けられたヒータと、前記ヒータを覆う断熱材と、をさらに具備してもよい。
The freezing tube may be covered with a heat transfer material. You may further comprise the heater provided around the said drain pipe, and the heat insulating material which covers the said heater.

前記凍結管と前記耐圧容器とを結合する、可撓性のある材質のバンドをさらに具備してもよい。You may further comprise the band of a flexible material which couple | bonds the said freezing tube and the said pressure | voltage resistant container.

第1の発明によれば、地盤または構造体等から小規模な漏水を止水する場合において、冷媒を流す凍結管がフレキシブルであり、熱伝導材が可塑性を有するため、漏水部が平坦でない場合や狭隘部においても適用することが可能な押し当て式簡易凍結装置を提供することができる。また、凍結管と冷却部との距離が近いため、極めて高い冷却効率を有し、かつ、構造が簡易であるため軽量な、押し当て式簡易凍結装置を提供することができる。 According to the first invention, in the case where small-scale water leakage is stopped from the ground or a structure, etc., the freezing pipe through which the refrigerant flows is flexible and the heat conducting material has plasticity, so that the water leakage portion is not flat. In addition, it is possible to provide a pressing-type simple freezing apparatus that can also be applied to narrow and narrow portions. In addition, since the distance between the freezing pipe and the cooling unit is short, it is possible to provide a push-type simple freezing device that has extremely high cooling efficiency and is light in weight because of its simple structure.

第2の発明は、漏水部を凍結させて止水する止水方法であって、請求項1記載の凍結装置を、熱伝導材および凍結管を段差に応じて変形させつつ漏水部に押し当てる工程(a)と、前記凍結管に冷媒を流す工程(b)と、前記排水管の前記バルブを閉じる工程(c)と、前記漏水部を凍結させる工程(d)と、を具備することを特徴とする漏水部の止水方法である。 The second invention is a water stopping method for freezing water by freezing the water leakage part, and presses the freezing device according to claim 1 against the water leakage part while deforming the heat conducting material and the freezing pipe according to the level difference. The step (a), the step (b) of flowing a refrigerant through the freezing pipe, the step (c) of closing the valve of the drainage pipe, and the step (d) of freezing the leaking part. It is the water stop method of the water leakage part characterized.

第2の発明によれば、地盤または構造体等から小規模な漏水を止水する場合において、漏水部が平坦でない場合や狭隘部においても適用することが可能で、かつ、極めて高い冷却効率を有する押し当て式簡易凍結装置を用いることで、迅速かつ確実な止水方法を提供することができる。 According to the second invention, in the case of stopping small-scale water leakage from the ground or a structure, it can be applied even when the water leakage portion is not flat or narrow, and extremely high cooling efficiency is achieved. A quick and reliable water stop method can be provided by using the pressing type simple freezing device.

本発明によれば、地盤または構造体等から小規模な漏水を止水する場合において、漏水部が平坦でない場合や狭隘部においても使用可能であり、簡易、軽量かつ冷却効率の高い押し当て式簡易凍結装置およびこれを用いた止水方法を提供することができる。 According to the present invention, in the case of stopping small-scale water leakage from the ground or a structure, etc., it can be used even when the water leakage portion is not flat or in a narrow portion, and is a simple, lightweight, and highly efficient cooling type. A simple freezing apparatus and a water stop method using the same can be provided.

以下、本発明の実施の形態を詳細に説明する。図1は、本実施の形態にかかる凍結装置1の外観を示す斜視図であり、図2は、本実施の形態にかかる、凍結装置1を漏水部21に押し当てた状態を示す断面図である。 Hereinafter, embodiments of the present invention will be described in detail. FIG. 1 is a perspective view showing an external appearance of a freezing device 1 according to the present embodiment, and FIG. 2 is a cross-sectional view showing a state in which the freezing device 1 according to the present embodiment is pressed against a water leakage part 21. is there.

凍結装置1は主に、耐圧容器3、排水管5、凍結管9、熱伝導材17とから構成される。耐圧容器3のほぼ中央に、鉛直方向に配水管5が取り付けられる。排水管5は耐圧容器3を貫通して設けられている。排水管5の上方には、バルブ7が取り付けられ、必要に応じて、中を流れる流体を止めることができる。なお、耐圧容器3は、図1では半球状としているが、他の形状であっても良い。 The freezing apparatus 1 mainly includes a pressure vessel 3, a drain pipe 5, a freezing pipe 9, and a heat conductive material 17. A water distribution pipe 5 is attached in the vertical direction substantially at the center of the pressure vessel 3. The drain pipe 5 is provided through the pressure vessel 3. A valve 7 is attached above the drain pipe 5, and the fluid flowing therethrough can be stopped if necessary. In addition, although the pressure vessel 3 is hemispherical in FIG. 1, it may have another shape.

図1では、排水管5が耐圧容器3の下端まで伸びており、排水管5の下端にはシール6が設けられている。このようにすれば、漏水を排水管5へ直接導くことができ、冷却効率を高めることができるが、必ずしも排水管5を耐圧容器内に延長する必要はない。また、排水管5の上端には予め図示しないホース等が接続され、内部を流れる流体の排水を行うことができる。なお、シール6の材質は特定しないが、ゴムやスポンジなどが使用できる。 In FIG. 1, the drain pipe 5 extends to the lower end of the pressure vessel 3, and a seal 6 is provided at the lower end of the drain pipe 5. In this way, the water leakage can be guided directly to the drain pipe 5 and the cooling efficiency can be increased, but it is not always necessary to extend the drain pipe 5 into the pressure vessel. In addition, a hose or the like (not shown) is connected to the upper end of the drain pipe 5 in advance so that the fluid flowing inside can be drained. The material of the seal 6 is not specified, but rubber or sponge can be used.

耐圧容器3の下端部外周には、凍結管9が周方向に複数周設けられる。凍結管9は、周方向で数箇所においてバンド15によって耐圧容器3と結合されている。凍結管9の一方の端部には冷媒導入管13が取り付けられる。もう一方の端部には、冷媒排出管11が取り付けられる。凍結管9は、熱伝導材17で覆われており、外部からは、凍結管9は視認できない。なお、熱伝導部材17は、必ずしも凍結管9を覆わなくとも良く、詳細は後述するが、凍結管9の必要部位にのみ設けても良い。 On the outer periphery of the lower end portion of the pressure vessel 3, a plurality of freeze tubes 9 are provided in the circumferential direction. The freezing tube 9 is coupled to the pressure vessel 3 by bands 15 at several locations in the circumferential direction. A refrigerant introduction tube 13 is attached to one end of the freezing tube 9. A refrigerant discharge pipe 11 is attached to the other end. The freezing tube 9 is covered with the heat conductive material 17, and the freezing tube 9 cannot be visually recognized from the outside. The heat conducting member 17 does not necessarily need to cover the freezing tube 9, and will be described later in detail, but may be provided only at a necessary portion of the freezing tube 9.

冷媒導入管13より冷媒を流すと、冷媒は耐圧容器3の周囲の凍結管9内を流れ、冷媒排出管11より排出される。この際、凍結管9は冷媒により冷却され、熱伝導材17を介して、冷却対象部位を冷却し、凍結する。 When the refrigerant flows from the refrigerant introduction pipe 13, the refrigerant flows through the freezing pipe 9 around the pressure-resistant container 3 and is discharged from the refrigerant discharge pipe 11. At this time, the freezing tube 9 is cooled by the refrigerant, and the part to be cooled is cooled and frozen through the heat conducting material 17.

このため、凍結管9は地面19にできるだけ近い方が、より迅速に地面19を凍結することができる。よって、熱伝導材17は地面19に密着するだけの厚みがあればよく、必要以上に厚くすると地面19の冷却効率が落ちる。 For this reason, the freezing pipe 9 can freeze the ground 19 more quickly as close as possible to the ground 19. Therefore, it is sufficient that the heat conductive material 17 has a thickness sufficient to be in close contact with the ground 19, and if it is thicker than necessary, the cooling efficiency of the ground 19 is lowered.

また、耐圧容器3は大きすぎると、後述する狭隘部での使用が制限され、また凍結装置1の重量が重くなる。さらに、凍結管9と漏水部21との距離が離れるため、漏水部21の凍結までに要する時間が長くなる。よって、耐圧容器3の外径はあまり大きくない方が望ましく、例えば20cm程度であればよい。 On the other hand, if the pressure vessel 3 is too large, use in a narrow portion described later is restricted, and the weight of the freezing device 1 is increased. Furthermore, since the distance between the freezing pipe 9 and the water leakage part 21 is increased, the time required until the water leakage part 21 is frozen becomes longer. Therefore, it is desirable that the outer diameter of the pressure vessel 3 is not so large, for example, about 20 cm.

ここで、耐圧容器3、排水管5、冷媒導入管13、冷媒排出管11の材質は特定しないが、例えばアルミニウム、ステンレスなどが使用できる。また、凍結管9は、一般的な鋼管でもよいが、後述するように、使用の自由度をあげるためには、フレキシブルホースであることが望ましい。なお、耐圧容器3の材質としては、剛性を有する金属性でも良いが、剛性のない膜状のものでも良い。 Here, although the materials of the pressure vessel 3, the drain pipe 5, the refrigerant introduction pipe 13, and the refrigerant discharge pipe 11 are not specified, for example, aluminum or stainless steel can be used. Moreover, although the freezing pipe 9 may be a general steel pipe, as will be described later, a flexible hose is desirable in order to increase the degree of freedom of use. The material of the pressure vessel 3 may be a metallic material having rigidity, but may be a film having no rigidity.

バンド15は、凍結管9と耐圧容器3を結合できれば良いが、後述するように凍結管9を自由に変形させるためには、可撓性のある材質であることが望ましく、例えば樹脂製バンドなどが使用できる。また、熱伝導材17は特定しないが、パテ状の粘着性材料で、かつ、塑性変形可能な材料が望ましい。この場合、熱伝導材17は可塑性の材料であるため、地面の凹凸にも追従し、地面19に密着される。熱伝導材17としては、例えば、粘土に金属粉末を混ぜたものが使用できる。また、図示は省略するが、冷却効率を高めるためには、熱伝導材17を含む凍結装置1の外側全体を断熱材で覆うのが望ましい。 The band 15 only needs to be able to couple the freezing tube 9 and the pressure vessel 3, but it is desirable to use a flexible material in order to freely deform the freezing tube 9 as will be described later. Can be used. Moreover, although the heat conductive material 17 is not specified, a putty-like adhesive material and a plastically deformable material are desirable. In this case, since the heat conductive material 17 is a plastic material, it follows the unevenness of the ground and is in close contact with the ground 19. As the heat conductive material 17, for example, a material obtained by mixing metal powder into clay can be used. Although illustration is omitted, in order to increase the cooling efficiency, it is desirable to cover the entire outside of the freezing apparatus 1 including the heat conducting material 17 with a heat insulating material.

次に、凍結装置1を使用した止水方法について説明する。図3は、本実施の形態に係る凍結装置1を使用した、止水方法を示したフローチャートである。漏水部21を発見した場合、まず、凍結装置1を漏水部21に押し付ける(ステップ101)。図2に示すように、バルブ7を開けた状態で、排水管5を漏水部21に押し当てると、漏水23は排水管5内を流れ、外部へ排出(図中A方向)される。なお、漏水部21は、地面19に生じた場合のみならず、土留壁や凍土等の構造体に生じる場合もある。 Next, a water stop method using the freezing apparatus 1 will be described. FIG. 3 is a flowchart showing a water stop method using the freezing apparatus 1 according to the present embodiment. When the leaking part 21 is found, first, the freezing device 1 is pressed against the leaking part 21 (step 101). As shown in FIG. 2, when the drain pipe 5 is pressed against the water leaking portion 21 with the valve 7 opened, the water leak 23 flows through the drain pipe 5 and is discharged to the outside (direction A in the figure). In addition, the water leakage part 21 may occur not only in the ground 19 but also in a structure such as a retaining wall or frozen soil.

次に凍結管9へ冷媒25を流す(ステップ102)。図4は、凍結管9に冷媒25を流した状態を示す断面図である。凍結管9に冷媒25を流すと、冷媒25により熱伝導材17を介して地面19が冷却される。ここで、前述の通り、熱伝導材17は、凍結管9を覆うように設けられなくてもよい。すなわち、凍結管9と冷却対象部位である地面19との隙間を埋める部分にのみ熱伝導材17が設けられれば良い。 Next, the refrigerant 25 is caused to flow to the freezing tube 9 (step 102). FIG. 4 is a cross-sectional view showing a state in which the refrigerant 25 is caused to flow through the freezing tube 9. When the coolant 25 is caused to flow through the freezing tube 9, the ground 19 is cooled by the coolant 25 through the heat conducting material 17. Here, as described above, the heat conductive material 17 may not be provided so as to cover the freezing tube 9. That is, it is only necessary to provide the heat conductive material 17 only in a portion that fills the gap between the freezing tube 9 and the ground 19 that is a cooling target portion.

冷媒25としては、例えば液体窒素が使用できる。液体窒素を使用した場合は、液体窒素容器を冷媒導入管13と接続し、凍結管9に液体窒素を導入し、冷媒排出管11より排気された窒素ガスを、大気中(トンネル等閉鎖空間の場合は外部)へ放出する。 As the refrigerant 25, for example, liquid nitrogen can be used. When liquid nitrogen is used, the liquid nitrogen container is connected to the refrigerant introduction pipe 13, the liquid nitrogen is introduced into the freezing pipe 9, and the nitrogen gas exhausted from the refrigerant discharge pipe 11 is discharged into the atmosphere (in a closed space such as a tunnel). If so, release it to the outside).

図5は、凍結管9を覆う熱伝導材17と地面19との接触部位が凍結を開始した状態を示す断面図である。熱伝導材17は、凍結管9からの冷熱を効率よく地面に伝達することが可能であり、また、凍結管9と地面19は距離が極めて近いため、凍結管1における冷却効率は非常に高い。 FIG. 5 is a cross-sectional view showing a state where the contact portion between the heat conductive material 17 covering the freezing tube 9 and the ground 19 has started freezing. The heat conducting material 17 can efficiently transmit the cold heat from the freezing tube 9 to the ground, and since the freezing tube 9 and the ground 19 are very close to each other, the cooling efficiency in the freezing tube 1 is very high. .

熱伝導材17近傍の地面19が凍結を開始し、凍結部27が生じたことを確認した後、排水管5に設けられたバルブ7を閉じる(ステップ103〜104)。この際、漏水23の水圧で、多少の漏水23がシール6より排水管5の外へ流出する可能性があるが、凍結部27との接触により漏水23は凍結するため、耐圧容器3の外へ流出することはない。凍結装置1を漏水部23へ押し当ててから、バルブ7を閉じて応急的に止水するまでの時間は、漏水量や地面の状況にもよるが、概ね10〜20分程度である。 After confirming that the ground 19 in the vicinity of the heat conductive material 17 starts freezing and the frozen portion 27 is generated, the valve 7 provided in the drain pipe 5 is closed (steps 103 to 104). At this time, there is a possibility that some water leakage 23 flows out of the drain pipe 5 from the seal 6 due to the water pressure of the water leakage 23. However, since the water leakage 23 is frozen by contact with the freezing part 27, the outside of the pressure vessel 3 Will not flow into The time from when the freezing device 1 is pressed against the water leakage part 23 to when the valve 7 is closed to stop the water suddenly is approximately 10 to 20 minutes depending on the amount of water leakage and the ground conditions.

図6は、凍結部27の範囲が広がり、漏水部21まで凍結が完了した状態を示す図である。漏水部21が凍結することで漏水23は止水される。漏水部21が完全に凍結したことを確認した後、凍結装置1の冷媒25を止める(ステップ105〜106)。 FIG. 6 is a diagram illustrating a state where the range of the freezing portion 27 is widened and freezing is completed up to the water leakage portion 21. The water leakage 23 is stopped by freezing the water leakage portion 21. After confirming that the water leakage part 21 is completely frozen, the refrigerant 25 of the freezing device 1 is stopped (steps 105 to 106).

次いで、凍結装置1を撤去して、止水作業が完了する(ステップ107)。図7は、漏水部21が凍結した後、凍結装置1を撤去した状態を示す図である。なお、地盤の状況にもよるが、一度漏水部21を完全に凍結すれば、凍結装置1を撤去した後も、概ね50分〜1時間程度は漏水部21の止水状態を保つことができる。このため、この間に、恒久的な止水対策を講じることができる。 Next, the freezing device 1 is removed, and the water stop operation is completed (step 107). FIG. 7 is a view showing a state in which the freezing device 1 is removed after the water leakage part 21 is frozen. Although depending on the ground conditions, once the water leakage part 21 is completely frozen, the water leakage state of the water leakage part 21 can be maintained for about 50 minutes to 1 hour even after the freezing device 1 is removed. . For this reason, permanent water stoppage measures can be taken during this period.

次に、凍結装置1を段差のある場所で使用する場合について説明する。図8は、凍結装置1を段差のある場所での漏水部21へ適用した場合の設置状態を示す図である。漏水部21が段差の近傍にある場合も、図3に示したステップ101〜ステップ107までの同じ工程にて行われる。 Next, the case where the freezing apparatus 1 is used in a place with a step will be described. FIG. 8 is a diagram illustrating an installation state when the freezing device 1 is applied to the water leakage part 21 in a place with a step. Even when the water leakage portion 21 is in the vicinity of the step, the same steps from Step 101 to Step 107 shown in FIG. 3 are performed.

凍結装置1を、段差付近の漏水部21へ押し当てるには、熱伝導材17および凍結管9を、段差に応じて変形させればよい。凍結管9を覆う熱伝導材17と地面19との接触面積は、平坦な場所での使用時と比較して小さくなるが、平坦な場所での使用時と同様な効果を得ることができる。 In order to press the freezing device 1 against the water leakage part 21 near the step, the heat conducting material 17 and the freezing pipe 9 may be deformed according to the step. The contact area between the heat conductive material 17 covering the freezing tube 9 and the ground surface 19 is smaller than that when used on a flat place, but the same effect as when used on a flat place can be obtained.

このような状況で使用する場合は、凍結管9の変形自由度が大きい方が適用できる範囲が広くなる。このため、凍結管9としては、フレキシブルホース等のように、自由に変形が可能な部材であることが望ましい。例えば、アルミニウム製、ステンレス製の蛇腹管などが使用できる。 When used in such a situation, the range where the degree of freedom of deformation of the freezing tube 9 is larger becomes wider. For this reason, it is desirable that the freezing tube 9 is a member that can be freely deformed, such as a flexible hose. For example, a bellows tube made of aluminum or stainless steel can be used.

次に、凍結装置1を狭隘部にて使用する場合について説明する。図9は、凍結装置1を狭隘な場所での漏水部21へ適用した場合の設置状態を示す図である。漏水部21が狭隘な場所にある場合も、図3に示したステップ101〜ステップ107までの同じ工程にて行われる。 Next, the case where the freezing apparatus 1 is used in a narrow part will be described. FIG. 9 is a diagram showing an installation state when the freezing device 1 is applied to the water leakage part 21 in a narrow place. Even when the water leakage part 21 is in a narrow place, the same process from step 101 to step 107 shown in FIG. 3 is performed.

凍結装置1を、狭隘部の漏水部21へ押し当てるには、熱伝導材17および凍結管9を、近接する壁面等に応じて変形させればよい。凍結管9を覆う熱伝導材17と地面19との接触面積は、平坦な場所での使用時と比較して小さくなるが、平坦な場所での使用時と同様な効果を得ることができる。このような状況で使用する場合においては、耐圧容器3は可能な限り小さい方が良く、また、前述のとおり、凍結管9の変形自由度が大きい方が適用できる範囲が広くなる。 In order to press the freezing device 1 against the leaking portion 21 of the narrow portion, the heat conducting material 17 and the freezing tube 9 may be deformed according to the adjacent wall surface or the like. The contact area between the heat conductive material 17 covering the freezing tube 9 and the ground surface 19 is smaller than that when used on a flat place, but the same effect as when used on a flat place can be obtained. When used in such a situation, it is better that the pressure vessel 3 is as small as possible, and as described above, the range in which the degree of freedom of deformation of the freezing tube 9 is larger becomes wider.

以上説明してきたように、本実施の形態にかかる凍結装置1によれば、漏水23を効率よく止水することができる。特に、凍結管9は地面19に対して極めて近い位置に配置され、また、熱伝導材17が可塑性を有し地面に密着するため、地面19の冷却効率が極めて高い。 As described above, according to the freezing device 1 according to the present embodiment, the water leakage 23 can be stopped efficiently. In particular, the freezing tube 9 is disposed at a position very close to the ground 19, and since the heat conductive material 17 has plasticity and is in close contact with the ground, the cooling efficiency of the ground 19 is extremely high.

凍結管9はフレキホース等の変形が自由な部材よりなるため、熱伝導材17の可塑性と合わせて、段差のある漏水部21や狭隘部での漏水部21に対しても適用することができる。 Since the freezing pipe 9 is made of a flexible member such as a flexible hose, the freezing pipe 9 can be applied to the leaking part 21 having a step or the leaking part 21 in a narrow part together with the plasticity of the heat conducting material 17.

また、凍結装置1は構造が簡易であり、構成要素が少ないため、軽量である。更に、凍結管9と耐圧容器3は別体であるので、必要に応じて、凍結管9の巻き数を減らしたり、耐圧容器3のサイズを小さくすることも可能であり、よりコンパクトな凍結装置を得ることも可能である。また、耐圧容器3を小さくすれば、漏水部21と凍結管9との位置をさらに近くする事ができ、より迅速に漏水部21を凍結することができる。 In addition, the freezing device 1 has a simple structure and is light in weight because it has few components. Furthermore, since the freezing tube 9 and the pressure vessel 3 are separate bodies, the number of turns of the freezing tube 9 can be reduced or the size of the pressure vessel 3 can be reduced as necessary. It is also possible to obtain Moreover, if the pressure vessel 3 is made smaller, the positions of the water leakage part 21 and the freezing pipe 9 can be made closer, and the water leakage part 21 can be frozen more quickly.

次に第2の実施の形態にかかる凍結装置30について説明する。ここで、本実施の形態において、凍結装置1と同一の機能を奏する構成要素については図1〜図2と同一の記号を付し、重複した説明を避ける。 Next, the freezing apparatus 30 according to the second embodiment will be described. Here, in this Embodiment, about the component which show | plays the same function as the freezing apparatus 1, the code | symbol same as FIGS. 1-2 is attached | subjected and the overlapping description is avoided.

図10は、第2の実施の形態にかかる凍結装置30を、漏水部21に押し当てた状態を示す断面図である。凍結装置30により漏水部21を止水する場合も、図3に示したステップ101〜ステップ107までの同じ工程にて行われる。 FIG. 10 is a cross-sectional view showing a state in which the freezing device 30 according to the second embodiment is pressed against the water leakage part 21. Even when the water leakage part 21 is stopped by the freezing device 30, it is performed in the same process from step 101 to step 107 shown in FIG.

まず、凍結装置30を漏水部21へ押し当て、凍結管9に冷媒25を流す(ステップ101〜102)。この状態では、バルブ7が開いているため、漏水23は排水管5を通じて外部へ排出される。 First, the freezing device 30 is pressed against the water leakage part 21, and the refrigerant 25 is caused to flow through the freezing pipe 9 (steps 101 to 102). In this state, since the valve 7 is open, the water leakage 23 is discharged to the outside through the drain pipe 5.

ここで、熱伝導材17と接触する地面19が凍結を開始すれば、次のステップに進みバルブ7を閉じる(ステップ103〜104)。しかし、凍結管9による冷却効果は、耐圧容器3を介して排水管5にも及ぶため、地面19が凍結するよりも早く、排水管5内の漏水23が凍結する可能性がある。この場合、漏水23の圧力により、漏水23が耐圧容器3内へ流出し、さらに耐圧容器3外へ流出する恐れがある。 Here, if the ground 19 in contact with the heat conducting material 17 starts freezing, the process proceeds to the next step and the valve 7 is closed (steps 103 to 104). However, since the cooling effect by the freezing pipe 9 extends to the drainage pipe 5 through the pressure vessel 3, there is a possibility that the water leakage 23 in the drainage pipe 5 may freeze faster than the ground 19 freezes. In this case, due to the pressure of the leak water 23, the leak water 23 may flow out into the pressure vessel 3 and further out of the pressure vessel 3.

凍結装置30は上記問題を解決するため、排水管5の周囲にヒータ29が設置され、さらにヒータ29を覆うように断熱材31が設けられる。凍結装置30の使用に際しては、冷媒25を流すと同時に、ヒータ29の電源を入れる。排水管5および排水管5内の漏水23はヒータ29により温められ、凍結することはない。なお、ヒータ29は特定しないが、バンドヒータやリボンヒータが使用できる。 In order to solve the above problem, the freezing device 30 is provided with a heater 29 around the drain pipe 5 and further provided with a heat insulating material 31 so as to cover the heater 29. When the freezing device 30 is used, the heater 29 is turned on at the same time as the coolant 25 is flowed. The drain pipe 5 and the water leak 23 in the drain pipe 5 are warmed by the heater 29 and do not freeze. Although the heater 29 is not specified, a band heater or a ribbon heater can be used.

凍結装置30を用いた止水方法については、凍結装置1における以降のステップ103〜107の工程と同様である。 The water stop method using the freezing device 30 is the same as the subsequent steps 103 to 107 in the freezing device 1.

第2の実施の形態による凍結装置30によれば、第1の実施の形態に係る凍結装置1と同様の効果を奏する。 According to the freezing device 30 according to the second embodiment, the same effects as the freezing device 1 according to the first embodiment are obtained.

また、排水管5内の漏水23が凍結しないため、排水管5が閉塞することがない。このため、漏水23の水圧により、漏水23が排水管5より流出し、さらに凍結が進行していない熱伝導材17と耐圧容器3の隙間から漏水23が耐圧容器3外へ流出することを防止することができる。 Moreover, since the water leakage 23 in the drain pipe 5 does not freeze, the drain pipe 5 is not blocked. For this reason, due to the water pressure of the leak water 23, the leak water 23 flows out from the drain pipe 5, and further prevents the leak water 23 from flowing out of the pressure vessel 3 through the gap between the heat conducting material 17 and the pressure vessel 3 where freezing has not progressed. can do.

以上、添付図を参照しながら、本発明の実施の形態を説明したが、本発明の技術的範囲は、前述した実施の形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

例えば、本発明における凍結装置は、凍結管が耐圧容器の周囲に3周巻かれている例を示したが、凍結管の設置は耐圧容器の周囲1周のみであってもよく、更に多く巻かれていても良い。 For example, in the freezing apparatus according to the present invention, an example in which the freezing tube is wound three times around the pressure vessel has been shown, but the freezing tube may be installed only once around the pressure vessel, and more It may be.

本実施の形態にかかる凍結装置1の外観を示す斜視図。The perspective view which shows the external appearance of the freezing apparatus 1 concerning this Embodiment. 凍結装置1を漏水部21に押し当てた状態を示す断面図。Sectional drawing which shows the state which pressed the freezing apparatus 1 against the water leakage part 21. FIG. 本実施の形態に係る凍結装置1を使用した止水方法を示したフローチャート。The flowchart which showed the water stop method using the freezing apparatus 1 which concerns on this Embodiment. 凍結管9に冷媒25を流した状態を示す断面図。FIG. 4 is a cross-sectional view showing a state in which a refrigerant 25 is caused to flow through a freezing tube 9 凍結管9を覆う熱伝導材17と地面19との接触部位が凍結を開始した状態を示す断面図。Sectional drawing which shows the state which the contact site | part of the heat conductive material 17 and the ground 19 which covers the freezing tube 9 started freezing. 凍結部27の範囲が広がり、漏水部21の凍結が完了した状態を示す図。The figure which shows the state which the range of the freezing part 27 spreads and the freezing of the leaking part 21 was completed. 漏水部21が凍結し、凍結装置1を撤去した状態を示す図。The figure which shows the state which the water leak part 21 frozen and the freezing apparatus 1 was removed. 凍結装置1を段差のある場所での漏水部21へ適用した場合の設置状態を示す図。The figure which shows the installation state at the time of applying the freezing apparatus 1 to the water leaking part 21 in the place with a level | step difference. 凍結装置1を狭隘な場所での漏水部21へ適用した場合の設置状態を示す図。The figure which shows the installation state at the time of applying the freezing apparatus 1 to the water leaking part 21 in a narrow place. 第2の実施の形態にかかる凍結装置30を、漏水部21に押し当てた状態を示す断面図。Sectional drawing which shows the state which pressed the freezing apparatus 30 concerning 2nd Embodiment to the water leak part.

符号の説明Explanation of symbols

1、30………凍結装置
3………耐圧容器
5………排水管
7………バルブ
9………凍結管
11………凍結管
13………冷媒排出管
15………冷媒導入管
17………熱伝導材
19………地面
21………漏水部
23………漏水
25………冷媒
27………凍結部
29………ヒータ
31………断熱材
1. 30 ... Freezing device 3 ... Pressure vessel 5 ... Drain pipe 7 ... Valve 9 ... Freezing pipe 11 ... Freezing pipe 13 ... Refrigerant discharge pipe 15 ... Refrigerant introduction Pipe 17 ......... Heat conductive material 19 ......... Ground 21 ......... Leakage part 23 ......... Leakage part 25 ...... Refrigerant 27 ...... Frozen part 29 ...... Heater 31 ......... Insulation material

Claims (4)

地盤又は構造体からの漏水部に押し当てて漏水部を凍結させて止水する凍結装置であって、
耐圧容器と、
前記耐圧容器に貫通して設けられた排水管と、
前記排水管に設けられたバルブと、
前記耐圧容器の下端部外周に周方向に複数周設けられ、内部に冷媒を流すことができる凍結管と、
前記凍結管に、前記凍結管と冷却対象部位である地面とが対向する隙間を埋めるように設けられた可塑性の熱伝導材と、
を具備し、
漏水部に押し当てる際に、前記凍結管が前記熱伝導材の変形に追従して変形可能であることを特徴とする凍結装置。
A freezing device that freezes the water leakage part by pressing against the water leakage part from the ground or structure,
A pressure vessel,
A drain pipe provided through the pressure vessel;
A valve provided in the drain pipe;
A plurality of circumferentially provided at the outer periphery of the lower end portion of the pressure vessel, a freezing pipe capable of flowing a refrigerant inside;
A plastic heat conductive material provided in the freezing pipe so as to fill a gap where the freezing pipe and the ground which is a cooling target portion face each other;
Equipped with,
The freezing apparatus, wherein the freezing pipe can be deformed following the deformation of the heat conducting material when pressed against the water leakage portion .
前記凍結管は、前記熱伝導材で覆われることを特徴とする請求項1記載の凍結装置。 The freezing apparatus according to claim 1 , wherein the freezing tube is covered with the heat conducting material . 前記凍結管と前記耐圧容器とを結合する、可撓性のある材質のバンドをさらに具備することを特徴とする請求項1または請求項2記載の凍結装置。The freezing apparatus according to claim 1 or 2, further comprising a band made of a flexible material for connecting the freezing tube and the pressure vessel. 漏水部を凍結させて止水する止水方法であって、
請求項1記載の凍結装置を、熱伝導材および凍結管を段差に応じて変形させつつ漏水部に押し当てる工程(a)と、
前記凍結管に冷媒を流す工程(b)と、
前記排水管の前記バルブを閉じる工程(c)と、
前記漏水部を凍結させる工程(d)と、
を具備することを特徴とする漏水部の止水方法。
A water stopping method that freezes a water leakage part and stops water,
The step (a) of pressing the freezing device according to claim 1 against the water leakage part while deforming the heat conductive material and the freezing pipe according to the step ,
Flowing the refrigerant through the freezing pipe (b);
Closing the valve of the drain pipe (c);
A step (d) of freezing the water leakage part;
The water-stopping method of the water leakage part characterized by comprising.
JP2007290479A 2007-11-08 2007-11-08 Water leakage part freezing device and water leakage part water stop method Active JP5042783B2 (en)

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