JPS6012000Y2 - Tunnel antifreeze device - Google Patents
Tunnel antifreeze deviceInfo
- Publication number
- JPS6012000Y2 JPS6012000Y2 JP2579282U JP2579282U JPS6012000Y2 JP S6012000 Y2 JPS6012000 Y2 JP S6012000Y2 JP 2579282 U JP2579282 U JP 2579282U JP 2579282 U JP2579282 U JP 2579282U JP S6012000 Y2 JPS6012000 Y2 JP S6012000Y2
- Authority
- JP
- Japan
- Prior art keywords
- tunnel
- water
- joint
- stop valve
- valve body
- 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
- 230000002528 anti-freeze Effects 0.000 title claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 35
- 230000007547 defect Effects 0.000 claims description 15
- 239000003566 sealing material Substances 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000005187 foaming Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 239000011819 refractory material Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000010257 thawing Methods 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Description
【考案の詳細な説明】 本考案はトンネルの凍結防止装置に関するものでる。[Detailed explanation of the idea] This invention relates to a tunnel antifreeze device.
トンネルの建設に際しては、出来上ったトンネルが堅牢
であることは勿論、防水性、耐寒性に富んだものである
ことが望まれる。When constructing a tunnel, it is desirable that the completed tunnel not only be robust but also highly waterproof and cold resistant.
その理由は、防水性がないと、トンネル上の地山から水
がトンネル内に滲出、滴下するし、また防水性、耐寒性
がないと、冬期特に寒冷地においては、前記のトンネル
内に滲出した水が凍ってつららとなり、トンネル上壁か
ら垂下して事故の原因になるばかりでなく、トンネル自
体が凍結して歪が生じ、この歪は解凍しても全部は復元
しないで残留するため、長年月の間には損壊するに至る
おそれがあるからである。The reason for this is that if the tunnel is not waterproof, water will seep into the tunnel from the ground above it, and if it is not waterproof or cold resistant, water will seep into the tunnel in the winter, especially in cold regions. Not only does the water freeze and become icicles that hang down from the top of the tunnel, causing accidents, but the tunnel itself freezes and becomes distorted, and this distortion remains without being completely restored even after thawing. This is because there is a risk that it may become damaged over many years.
而して、トンネルにおいて漏水する個所は、殆んどの場
合、トンネル建設後何らかの原因により生じた覆工の亀
裂部分及びトンネル建設時の覆工の継ぎ目である。In most cases, the places where water leaks in a tunnel are cracks in the lining that have occurred for some reason after the tunnel was constructed, and joints in the lining during tunnel construction.
従来、上記のような観点から、既存トンネルに生じた亀
裂部、或は、新たに建設するトンネルの覆工の継ぎ目に
施し、それらからの漏水を防止できると共に漏水に起因
するトンネルの凍結を防止することのできる装置は二、
三提案されているが、漏水防止の面で未だ充分とはいえ
ない点がある。Conventionally, from the above point of view, it has been applied to cracks in existing tunnels or joints in the lining of newly constructed tunnels to prevent water leakage from these areas and to prevent the tunnel from freezing due to water leakage. There are two devices that can
Although three proposals have been made, there are still some points that cannot be said to be sufficient in terms of preventing water leakage.
本考案は上記従来品の難点に鑑み、漏水を防止すること
ができると共に漏水に起因するトンネルの凍結も防止す
ることのできるトンネルの凍結防止装置を提供すること
を目的としてなされたもので、その構成は、トンネルの
覆工の継ぎ目又はトンネルに生じた亀裂部の周辺に形成
した前記継ぎ目又は亀裂部より充分開広の欠所に、前記
継ぎ目又は亀裂部に対向する面に通水路を形成すると共
に側面に凹溝を設けたゴム製等の弾力性を有する中空筒
による止水栓体を嵌挿すると共に、該止水栓体の中空筒
部にシーリング材を圧入充填し、前記止水栓体の外面を
その通水路を除いて前記欠所の壁面に密着させる一方、
前記止水栓体のトンネル覆工面側を断熱層を介して鉄板
等の耐火材で被覆して戒ることを特徴とするものである
。In view of the above-mentioned drawbacks of conventional products, the present invention was developed with the purpose of providing a tunnel antifreeze device that can prevent water leakage and also prevent tunnel freezing caused by water leakage. The structure is such that a water passageway is formed on a surface facing the joint or crack in a defect that is sufficiently wider than the joint or crack formed around the joint of the tunnel lining or a crack that has occurred in the tunnel. At the same time, a water stop valve body made of a resilient hollow cylinder made of rubber or the like with a groove on the side surface is fitted, and a sealing material is press-fitted into the hollow cylindrical portion of the water stop valve body. While bringing the outer surface of the body into close contact with the wall of the defect, excluding the water passageway,
It is characterized in that the tunnel lining side of the water stop valve body is covered with a fireproof material such as an iron plate via a heat insulating layer.
次に本考案の実施例を図に拠り説明する。Next, an embodiment of the present invention will be described with reference to the drawings.
図に於て、1はトンネルtの覆工施工時におけるコンク
リートの打ち継ぎ目、2はトンネルtの前記継ぎ目1の
周辺に凹設した継ぎ目1より充分広幅の横状の欠所、3
は平断面外形が前記欠所2の断面外形に見合った略矩形
状をなすゴム製の中空筒による止水栓体で、両側の外面
壁に3条の凹溝3aを凹設すると共に、前記継ぎ目1に
対向する面全体を凹陥させて通水路4を形成しである。In the figure, 1 is a concrete pour joint during lining construction of tunnel t, 2 is a horizontal defect that is sufficiently wider than joint 1 and is recessed around the joint 1 of tunnel t, and 3
is a water stop valve made of a hollow cylinder made of rubber whose planar cross-sectional outline is approximately rectangular in accordance with the cross-sectional outline of the cutout 2, and three grooves 3a are formed in the outer walls of both sides, and the above-mentioned The entire surface facing the seam 1 is recessed to form a passageway 4.
5は前記栓体3を欠所2に嵌装した後に該栓体3の中空
部3aに注入発泡させたシーリング材で、該シーリング
材5を中空部3aに充填圧入することにより、前記栓体
3全体を通水路4を維持したまま欠所2に圧接させる。Reference numeral 5 denotes a sealing material which is injected and foamed into the hollow part 3a of the plug 3 after the plug 3 is fitted into the defect 2. By filling and press-fitting the sealing material 5 into the hollow part 3a, the plug is sealed. 3 is brought into pressure contact with the defect 2 while maintaining the passageway 4.
即ち、シーリング材5の発泡圧と発泡燃とが凹溝3aを
有する壁面に塗布された接着剤を欠所2側へ押圧すると
共に該接着剤の乾燥を促進するから、前記栓体3は欠所
2の両側壁に密着されるのである。That is, since the foaming pressure and foaming fuel of the sealing material 5 press the adhesive applied to the wall surface having the groove 3a toward the defect 2 and accelerate the drying of the adhesive, the plug body 3 It is tightly attached to both side walls of the second place.
しかも、上記欠所2に密着される止水栓体3の凹溝3a
が、該溝3aによって区切られる止水栓体3の壁面に多
段シール効果を発揮させるから、上記止水栓3の漏水防
止効果はほぼ完壁なものとなる。Moreover, the concave groove 3a of the water stop valve body 3 that is in close contact with the defect 2 is
However, since a multi-stage sealing effect is exerted on the wall surface of the water stop valve body 3 divided by the groove 3a, the water leak prevention effect of the water stop valve 3 is almost perfect.
6は前記欠所2より充分広幅で前記止水栓体3を被覆さ
せて覆工上に形成した断熱層、7は該断熱層6に被覆し
てトンネルtにアンカーボルトB等により定着した耐火
材である、而して、この装置はトンネルの覆工施工時に
おけるコンクリートの打ち継ぎ目1の周辺にそれより充
分広幅の欠所2を設け、該欠所2に前記継ぎ目1に連通
ずる通水路4を有する中空の止水栓体3を嵌装し、該栓
体3の中空3bにシーリング材5を発泡充填することに
より、止水栓体3の両側壁を欠所2内に密着させると共
に、該側壁部の凹溝3aによる多段シール効果によって
流水時に継ぎ目1から氷が外部に洩出しないようにした
後、前記欠所2より充分広開で、前記止水栓体3の上面
側に被覆かれて覆工上に突出する断熱層6を形成し、且
つ耐火材7を前記断熱層6に被覆してトンネルtにアン
カーボルトB等により定着し、取附工事を完了する。6 is a heat insulating layer which is sufficiently wider than the defect 2 and is formed on the lining by covering the water stop valve body 3, and 7 is a fireproofing layer which is covered with the heat insulating layer 6 and fixed to the tunnel t by anchor bolts B or the like. Therefore, this device provides a gap 2 that is sufficiently wider than the concrete pouring joint 1 during tunnel lining construction, and a water passageway communicating with the joint 1 in the gap 2. 4, and by foaming and filling the sealing material 5 into the hollow 3b of the stopper 3, both side walls of the stopcock 3 are brought into close contact with the inside of the defect 2. , After preventing ice from leaking out from the seam 1 when water is flowing due to the multi-stage sealing effect of the concave groove 3a of the side wall part, the cutout part 2 is opened sufficiently wide and the water stop valve body 3 is opened to the upper surface side. A heat insulating layer 6 is formed to protrude above the lining, and the heat insulating layer 6 is covered with a refractory material 7 and fixed to the tunnel t with anchor bolts B, etc., to complete the installation work.
第2図に示す実施例は、トンネルtに欠所2に連通ずる
と共に該欠所2より充分広幅の第2欠所21を設け、欠
所1にシーリング材5が充填される止水栓体3を、同じ
く第2欠所21に断熱材6を充填し、その上に前記例と
同様に耐火材7を施した施工例である。In the embodiment shown in FIG. 2, a second cutout 21 is provided in the tunnel t that communicates with the cutout 2 and is sufficiently wider than the cutout 2, and the cutout 1 is filled with a sealing material 5. 3 is a construction example in which the second defect 21 is similarly filled with a heat insulating material 6, and a refractory material 7 is applied thereon in the same manner as in the previous example.
而して、上記第1図々示の断熱層6の幅及び第2図の第
2欠所21即ち断熱層6を充填するための欠所の幅は、
断熱層6の層の厚みとトンネル存在地の気温に関係があ
るが、0.015Kal/d −h、”C程度の熱伝導
率を有する断熱材6の層の厚みを35謳とした場合、年
間平均気温が5〜7.5℃の地域では3m程度、7.5
〜10.5℃の地域では2m程度、また10.5〜13
′Cの地域では1rrL程度が必要となる。Therefore, the width of the heat insulating layer 6 shown in the first figure and the width of the second defect 21 in FIG.
There is a relationship between the thickness of the insulation layer 6 and the temperature at the tunnel location, but if the thickness of the insulation layer 6 having a thermal conductivity of about 0.015Kal/d-h, "C" is 35cm, In areas where the annual average temperature is 5 to 7.5 degrees Celsius, it is about 3 meters, and 7.5 meters.
In areas where the temperature is ~10.5℃, it is about 2m, and 10.5~13
In the area 'C, approximately 1rrL is required.
上記のように本考案装置が施工されたトンネルtは、該
トンネルを上の地山からの水が継ぎ目1に流水しても、
止水栓体3と欠所2との密着度は完壁であるから、水は
通水路4からトンネルtの外部に排出されてトンネルを
内に滲出するおそれがなく、流水時該トンネルtが風に
より冷却されても、冷気が断熱材6によりシーリング材
層より充分広幅に形成された断熱層によって遮断され、
継ぎ目1には勿論その周辺にも伝えられないので、水が
凍ることなく、従ってトンネルtが凍結するおそれはお
よそ皆無である。The tunnel t in which the device of the present invention was constructed as described above can be used even if water from the ground above flows into the joint 1.
Since the tightness between the water stop valve body 3 and the defect 2 is perfect, there is no risk that water will be discharged from the passageway 4 to the outside of the tunnel t and seep into the tunnel, and when water flows, the tunnel t will be Even when cooled by wind, the cold air is blocked by the insulation layer 6, which is formed sufficiently wider than the sealing material layer.
Since water is not transmitted to the seam 1 and its surroundings, the water does not freeze, and there is almost no possibility that the tunnel t will freeze.
尚、上記実施例においては、トンネルtのコンクリート
の打ち継ぎ目1に本考案装置を施工する例について述べ
たが、本考案はトンネルtに生じた亀裂部への施工でき
ること勿論であり、また、本考案装置をトンネルの建設
工事に際し採用する場合は、覆工の施工時にコンクリー
トの打ち継ぎ目を段付構成すれば、本考案装置の施工が
極めて簡単になる。In the above embodiment, an example was described in which the device of the present invention is applied to the concrete pouring joint 1 of the tunnel t, but it goes without saying that the device of the present invention can be applied to cracks that occur in the tunnel t. When the device of the present invention is employed for tunnel construction, the construction of the device of the present invention is extremely simple if the concrete pouring joint is stepped when constructing the lining.
本考案は上述の通りであるから、トンネルの凍結防止装
置として好適であり、また、比較的容易且つ低廉に施工
できる。Since the present invention is as described above, it is suitable as an antifreeze device for tunnels, and can be constructed relatively easily and inexpensively.
第1図は本考案装置の一例を施着したトンネルの要部の
平断面図、第2図は同じく別個の平断面図である。
1・・・・・・継ぎ目、2・・・・・・欠所、21・・
・・・・第2欠所、3・・・・・・止水栓体、3a・・
・・・・凹溝、3b・・・・・・中空部、4・・・・・
・通水路、6・・・・・・断熱材、7・・・・・・耐火
材。FIG. 1 is a plan sectional view of the main part of a tunnel in which an example of the device of the present invention is installed, and FIG. 2 is a separate plan sectional view. 1... Seam, 2... Defect, 21...
...Second missing part, 3...Stop valve body, 3a...
...Concave groove, 3b...Hollow part, 4...
・Water passage, 6...insulation material, 7...fireproof material.
Claims (1)
周辺に形成した前記継ぎ目又は亀裂部より充分幅広の欠
所に、前記継ぎ目又は亀裂部に対向する面に通水路を形
成すると共に側面に凹溝を設けたゴム製等の弾力性を有
する中空筒による止水栓体を嵌挿すると共に1、該止水
栓体の中空筒部にシーリング材を圧入充填し前記止水栓
体の外面をその通水路を除いて前記欠所の壁面に密着さ
せる一方、前記止水栓体のトンネル覆工面側を断熱層を
介して鉄板等の耐火材で被覆して成ることを特徴とする
トンネルの凍結防止装置。A water passageway is formed on the surface facing the joint or crack in a defect that is sufficiently wider than the joint or crack formed around the joint of the tunnel lining or a crack that has occurred in the tunnel, and the side surface At the same time, a sealing material is press-fitted into the hollow cylindrical part of the water stop valve body, and a sealing material is press-fitted into the hollow cylindrical part of the water stop valve body. A tunnel characterized in that the outer surface is brought into close contact with the wall surface of the defect except for the water passageway, and the tunnel lining surface side of the water stop valve body is covered with a fireproof material such as a steel plate through a heat insulating layer. antifreeze equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2579282U JPS6012000Y2 (en) | 1982-02-26 | 1982-02-26 | Tunnel antifreeze device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2579282U JPS6012000Y2 (en) | 1982-02-26 | 1982-02-26 | Tunnel antifreeze device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57151500U JPS57151500U (en) | 1982-09-22 |
| JPS6012000Y2 true JPS6012000Y2 (en) | 1985-04-19 |
Family
ID=29823486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2579282U Expired JPS6012000Y2 (en) | 1982-02-26 | 1982-02-26 | Tunnel antifreeze device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6012000Y2 (en) |
-
1982
- 1982-02-26 JP JP2579282U patent/JPS6012000Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57151500U (en) | 1982-09-22 |
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