JPH10121777A - External shielding wall against radiation and construction thereof - Google Patents
External shielding wall against radiation and construction thereofInfo
- Publication number
- JPH10121777A JPH10121777A JP8294533A JP29453396A JPH10121777A JP H10121777 A JPH10121777 A JP H10121777A JP 8294533 A JP8294533 A JP 8294533A JP 29453396 A JP29453396 A JP 29453396A JP H10121777 A JPH10121777 A JP H10121777A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- underground
- water
- radiation shielding
- earth
- 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.)
- Pending
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、地下建築物の外壁
に関するものである。The present invention relates to an outer wall of an underground building.
【0002】[0002]
【従来の技術】従来、地下建築物の放射線遮蔽外壁20
は、図2に示すように、山留め杭24で地盤を補強し、
そこに構築されている。山留杭24と放射線遮蔽外壁2
0との間には埋め戻し土25が入れられる。2. Description of the Related Art Conventionally, radiation shielding outer walls 20 of underground buildings are known.
As shown in FIG. 2, the ground is reinforced with a mountain retaining pile 24,
Is built there. Yamadome pile 24 and radiation shielding outer wall 2
Between 0 and 0, backfill soil 25 is inserted.
【0003】地下水は、放射線で放射化されるので、放
射線遮蔽外壁20を浸透してくる地下水は、管理排水と
して集水し、モニタリングして処理されることになる。
そのため、放射線遮蔽外壁20を浸透してくる地下水を
集水するために、放射線遮蔽外壁20の内部に排水空間
21を形成し、水抜きパイプ22を介して地下水路23
に流し、ポンプで湧水ピットに溜める。[0003] Since groundwater is activated by radiation, groundwater permeating the radiation shielding outer wall 20 is collected as monitored wastewater, monitored, and treated.
Therefore, in order to collect groundwater permeating the radiation shielding outer wall 20, a drainage space 21 is formed inside the radiation shielding outer wall 20, and a drainage pipe 23 is formed through a drain pipe 22.
And store it in the spring pit with a pump.
【0004】このような構造によって、放射線遮蔽外壁
20は、構造上必要な躯体厚さ(a)に放射線遮蔽用壁
厚(b)、更に地下漏水隠蔽用壁26の壁厚(c)を付
加して、全体で放射線の遮蔽に必要な壁厚(a+b+
c)になるように設計されている。[0004] With such a structure, the radiation shielding outer wall 20 adds the radiation shielding wall thickness (b) to the structurally necessary frame thickness (a) and the wall thickness (c) of the underground water leakage concealing wall 26. Then, the wall thickness (a + b +
c) is designed.
【0005】しかし、従来の方法や構造では、以下のよ
うな問題点がある。 <イ>地下の外壁の厚さが、放射線遮蔽で決定される場
合、構造的に必要な壁のみならず、遮蔽に必要な壁まで
含めて鉄筋コンクリートで構築しており、冗長な構造躯
体となっている。 <ロ>地下水の集水のために二重壁にして排水空間21
を構築するために、二重壁用型枠の組み上げなどの工程
を必要としている。 <ハ>地下を掘削する際に山留め工法で行い、地下構造
物を施工後、山留め杭を撤去したり、あるいはそのまま
残存しており、山留め杭が有効に利用されていない。However, the conventional methods and structures have the following problems. <B> When the thickness of the underground outer wall is determined by radiation shielding, not only the structurally necessary walls, but also the walls necessary for shielding are built with reinforced concrete, resulting in a redundant structural frame. ing. <B> Drainage space 21 with double walls to collect groundwater
In order to construct a slab, a process such as assembling a double wall formwork is required. <C> When excavating the underground, the mountain retaining method is used, and after the underground structure is constructed, the mountain retaining pile is removed or remains as it is, and the mountain retaining pile is not effectively used.
【0006】[0006]
<イ>本発明は、放射線遮蔽外壁を容易に構築すること
にある。 <ロ>本発明は、放射性遮蔽外壁を薄くすることにあ
る。 <ハ>本発明は、放射性遮蔽外壁の二重壁を不要にする
ことにある。<A> The present invention is to easily construct a radiation shielding outer wall. <B> The present invention is to reduce the thickness of the radiation shielding outer wall. <C> The present invention is to eliminate the need for the double wall of the radiation shielding outer wall.
【0007】[0007]
【課題を解決するための手段】本発明は、躯体壁を有す
る地下建築物における放射線遮蔽外壁において、山留の
ために地中に構築された山留壁と、躯体壁と山留壁の壁
厚の合計が放射線を遮蔽する壁厚以上とし、躯体壁と山
留壁との間に配置され、導水路を有する防水板と、導水
路の端に接続された集水路とを備えていることを特徴と
する、放射線遮蔽外壁、又は、前記放射線遮蔽外壁にお
いて、防水板は、凹凸板であり、該防水板の凸面が該山
留壁に接していることを特徴とする、放射線遮蔽外壁、
又は、前記放射線遮蔽外壁において、防水板は、1面突
起形エアキャップシートであることを特徴とする、放射
線遮蔽外壁、又は、地下建築物における放射線遮蔽外壁
の構築方法において、地中連続壁を構築し、地中連続壁
の地下建築物の構築側の地盤を掘削し、地中連続壁の地
下建築物側の面に導水路を有する防水板を配置し、導水
路の端に集水路を形成し、防水板を型枠にして躯体壁の
壁厚が地中連続壁の壁厚と合わせて、放射線を遮蔽する
のに必要な壁厚になるように構築することを特徴とす
る、放射線遮蔽外壁の構築方法にある。SUMMARY OF THE INVENTION The present invention relates to a radiation shielding outer wall for an underground building having a skeleton wall, a ridge wall constructed underground for ridges, and walls of the skeleton wall and the ridge wall. The total thickness shall be equal to or greater than the thickness of the wall that shields radiation, and it shall be provided between the skeleton wall and the retaining wall, and be provided with a waterproof plate having a headrace and a catchment connected to the end of the headrace. The radiation shielding outer wall, or the radiation shielding outer wall, wherein the waterproof plate is an uneven plate, wherein the convex surface of the waterproof plate is in contact with the retaining wall, the radiation shielding outer wall,
Or, in the radiation shielding outer wall, the waterproof plate is characterized in that it is a one-sided projection air cap sheet, the radiation shielding outer wall, or in the method of constructing a radiation shielding outer wall in an underground building, the underground continuous wall Build, excavate the ground on the construction side of the underground building of the underground continuous wall, place a waterproof plate with a headrace on the underground building side of the underground continuous wall, and set up a catchment at the end of the waterway. The radiation is characterized in that it is formed so that the waterproof plate is used as a formwork and the wall thickness of the skeleton wall is matched with the wall thickness of the underground continuous wall so as to be a wall thickness necessary for shielding radiation. The construction method of the shielding outer wall.
【0008】[0008]
【発明の実施の態様】以下、図面を用いて本発明の実施
の態様を説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0009】<イ>放射線遮蔽外壁の概要 放射線を発生する物質や装置などを有する地下建築物の
放射線遮蔽外壁の断面を図1に示す。放射線遮蔽外壁
は、躯体壁12と山留壁10と、その間に防水材11を
配置した構成を取っている。<A> Outline of Radiation Shielding Outer Wall FIG. 1 shows a cross section of the radiation shielding outer wall of an underground building having a substance or device that generates radiation. The radiation shielding outer wall has a configuration in which a skeleton wall 12, a retaining wall 10, and a waterproof material 11 are disposed therebetween.
【0010】躯体壁12の厚さ(A)は、地下構造物の
構造的に必要な厚さ以上であれば良く、また、山留壁1
0の厚さ(B)は、躯体壁12の厚さと合わせて(A+
B)、放射線を遮蔽できるに必要な厚さ以上であればよ
い。The thickness (A) of the skeleton wall 12 may be any thickness as long as it is more than the structurally necessary thickness of the underground structure.
The thickness (B) of 0 (A +
B) It is only necessary that the thickness be equal to or more than the thickness necessary to shield radiation.
【0011】<ロ>山留壁 放射線の遮蔽の材料は、例えば比重2.0程度の無筋コ
ンクリートでよいので、山留に連続壁工法を採用して、
地下構造物の構築後に、連続壁を山留壁10として、遮
蔽体の一部として利用することができる。<B> Mountain retaining wall The material for shielding radiation may be, for example, unreinforced concrete having a specific gravity of about 2.0.
After the construction of the underground structure, the continuous wall can be used as the retaining wall 10 as a part of the shield.
【0012】<ハ>躯体壁 躯体壁12は、地下建築物の構造的な強度を得る厚さが
必要であり、例えば鉄筋コンクリートで構築される。な
お、必要に応じて、躯体壁12と山留壁10の床付レベ
ル付近に止水用ゴム17などで地下水の侵入を防止す
る。また、山留壁12と地下構造物の境界の地表付近も
止水処理部16を設ける。<C> Frame Wall The frame wall 12 needs to have a thickness to obtain the structural strength of the underground building, and is made of, for example, reinforced concrete. If necessary, groundwater can be prevented from entering the vicinity of the floors of the skeleton wall 12 and the retaining wall 10 with a waterproof rubber 17 or the like. Further, the water stoppage processing section 16 is provided near the ground surface at the boundary between the retaining wall 12 and the underground structure.
【0013】<ニ>防水板 防水板11は、地下水を遮水すると共に、地下水を流す
役割をする。地下水は、放射線により放射化されるの
で、放射線遮蔽外壁に侵入してきた水も水抜きパイプな
どの集水路14を介して地下水路15に流し、管理排水
として湧水ピットに集水し、モニタリングして処理され
る。<D> Waterproofing plate The waterproofing plate 11 functions to block groundwater and to flow groundwater. Since groundwater is activated by radiation, water that has invaded the radiation shielding outer wall also flows to the underground waterway 15 via a drainage pipe 14 and other water collection channels, and is collected and monitored in a spring pit as management wastewater. Is processed.
【0014】そのために、防水板11は、地下水を流す
ための導水路13を有している。防水板は、凹凸板や1
面突起形エアーキャップシートなどが使用され、間隙が
導水路となり、間隙を通って、水を流すことができる。
凹凸板は、例えば、塩ビ波板やスリット付き中空板など
が使用できる。For this purpose, the waterproof plate 11 has a water conduit 13 for flowing groundwater. The waterproof plate is an uneven plate or 1
A surface projection type air cap sheet or the like is used, and the gap serves as a water conduit, and water can flow through the gap.
As the uneven plate, for example, a PVC corrugated plate or a hollow plate with a slit can be used.
【0015】山留壁10を浸透してきた地下水は、防水
板11で遮水されて、これより内部に浸透せずに、防水
板11の導水路13に導かれる。導水路を通過した地下
水は、水抜きパイプなどで形成された集水路14を介し
て地下水路に入り、ポンプアップされて、図示していな
い湧水ピットに集水される。The groundwater that has penetrated the retaining wall 10 is blocked by the waterproof plate 11, and is guided into the water conduit 13 of the waterproof plate 11 without penetrating therethrough. The groundwater that has passed through the headrace enters the underground waterway via a water collection channel 14 formed by a drain pipe or the like, is pumped up, and is collected in a spring pit (not shown).
【0016】以下に放射線遮蔽地下外壁の構築方法を説
明する。The method of constructing the radiation shielding underground outer wall will be described below.
【0017】<イ>山留壁の構築 地下の掘削、及び建屋外壁施工のため、連続壁を山留壁
10として構築する。山留壁10の厚さは、放射線遮蔽
外壁が全体で放射線の遮蔽に必要な厚さになるように、
躯体壁12の厚さに付加する厚さに決められる。<A> Construction of Retaining Wall A continuous wall is constructed as a retaining wall 10 for excavation of an underground and construction of an outdoor building wall. The thickness of the mountain retaining wall 10 is set so that the radiation shielding outer wall has a thickness necessary for shielding radiation as a whole.
The thickness to be added to the thickness of the skeleton wall 12 is determined.
【0018】<ロ>防水板の張り付け 地下を掘削した後、連続壁表面にエアーキャップシート
などの防水板11を必要範囲に張り付ける。これによ
り、二重壁を構築することなく、地中から侵入する地下
水を遮水すると共に、防水板11の導水路13に地下水
を流すことができる。<B> Attachment of waterproof plate After excavating the underground, a waterproof plate 11 such as an air cap sheet is attached to the surface of the continuous wall to a required range. Thereby, it is possible to block groundwater that intrudes from underground and to flow groundwater to the water conduit 13 of the waterproof plate 11 without constructing a double wall.
【0019】<ハ>集水路の接続 集水路14を形成する水抜きパイプを防水板11と接触
するように設置する。これにより、防水板11の導水路
13から流れてきた地下水を集水路14を介して地下水
路15に流がすことができる。<C> Connection of water collecting channel A drain pipe forming the water collecting channel 14 is installed so as to be in contact with the waterproof plate 11. Thus, the groundwater flowing from the water channel 13 of the waterproof plate 11 can flow to the groundwater channel 15 via the water channel 14.
【0020】<ニ>躯体壁の構築 防水板11を張り付けた連続壁を型枠として利用し、躯
体壁12のコンクリートを打設する。これにより、型枠
などの工事が簡単になり、また、山留壁10を遮蔽壁に
兼用でき、また二重壁を必要としないので、躯体壁12
を薄くでき、床面積を大きく取ることができる。<D> Construction of skeleton wall Concrete walls of the skeleton wall 12 are cast using a continuous wall to which the waterproof plate 11 is attached as a formwork. This simplifies the construction of the formwork and the like, and allows the retaining wall 10 to be used as a shielding wall, and does not require a double wall.
And the floor area can be increased.
【0021】[0021]
【発明の効果】本発明は、次のような効果を得ることが
できる。 <イ>山留壁を遮蔽壁に兼用するので、躯体壁を薄くで
きる。 <ロ>二重壁の代わりに導水路を有する防水材を使用す
るので、工事を簡略にでき、床面積を大きく取ることが
できる。According to the present invention, the following effects can be obtained. <B> Since the retaining wall is also used as the shielding wall, the frame wall can be made thin. <B> Since a waterproof material having a headrace is used instead of the double wall, the construction can be simplified and the floor area can be increased.
【図1】本発明の放射線遮蔽外壁の断面図FIG. 1 is a cross-sectional view of a radiation shielding outer wall of the present invention.
【図2】従来の放射線遮蔽外壁の断面図FIG. 2 is a cross-sectional view of a conventional radiation shielding outer wall.
Claims (4)
遮蔽外壁において、 山留のために地中に構築された山留壁と、 躯体壁と山留壁の壁厚の合計が放射線を遮蔽する壁厚以
上とし、 躯体壁と山留壁との間に配置され、導水路を有する防水
板と、 導水路の端に接続された集水路とを備えていることを特
徴とする、 放射線遮蔽外壁。1. A radiation shielding outer wall of an underground building having a skeleton wall, wherein a total of a ridge wall constructed underground for the ridge and a wall thickness of the skeleton wall and the ridge wall shields radiation. A radiation shielding outer wall having a wall thickness or more and being provided between the skeleton wall and the retaining wall and having a waterproof plate having a headrace, and a water catchment connected to an end of the headrace. .
て、 防水板は、凹凸板であり、該防水板の凸面が該山留壁に
接していることを特徴とする、 放射線遮蔽外壁。2. The radiation shielding outer wall according to claim 1, wherein the waterproof plate is an uneven plate, and a convex surface of the waterproof plate is in contact with the retaining wall.
て、 防水板は、1面突起形エアキャップシートであることを
特徴とする、 放射線遮蔽外壁。3. The radiation shielding outer wall according to claim 1, wherein the waterproof plate is a one-sided projection type air cap sheet.
方法において、 地中連続壁を構築し、 地中連続壁の地下建築物の構築側の地盤を掘削し、 地中連続壁の地下建築物側の面に導水路を有する防水板
を配置し、 導水路の端に集水路を形成し、 防水板を型枠にして躯体壁の壁厚が地中連続壁の壁厚と
合わせて、放射線を遮蔽するのに必要な壁厚になるよう
に構築することを特徴とする、 放射線遮蔽外壁の構築方法。4. A method for constructing a radiation shielding outer wall in an underground building, comprising: constructing an underground continuous wall; excavating a ground on a construction side of the underground building of the underground continuous wall; A waterproof plate with a water channel is placed on the side surface, a water collecting channel is formed at the end of the water channel, the waterproof plate is used as a form, and the wall thickness of the skeleton wall is matched with the wall thickness of the continuous underground wall, radiation A method for constructing a radiation shielding outer wall, characterized in that the radiation shielding outer wall is constructed so as to have a wall thickness necessary for shielding the radiation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8294533A JPH10121777A (en) | 1996-10-16 | 1996-10-16 | External shielding wall against radiation and construction thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8294533A JPH10121777A (en) | 1996-10-16 | 1996-10-16 | External shielding wall against radiation and construction thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10121777A true JPH10121777A (en) | 1998-05-12 |
Family
ID=17809020
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8294533A Pending JPH10121777A (en) | 1996-10-16 | 1996-10-16 | External shielding wall against radiation and construction thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10121777A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012242045A (en) * | 2011-05-23 | 2012-12-10 | Shimizu Corp | Ground water heat utilization system |
CN104947710A (en) * | 2015-05-27 | 2015-09-30 | 广东省建筑设计研究院 | Underground anti-radiation rigid self-waterproofing building structure and construction method thereof |
KR101869687B1 (en) * | 2016-07-21 | 2018-06-21 | 주식회사 휴비츠 | Apparatus for processing eyeglass lens |
CN113605423A (en) * | 2021-08-26 | 2021-11-05 | 沈阳建筑大学 | Waterproof structure of underground continuous wall |
CN115142567A (en) * | 2022-06-24 | 2022-10-04 | 中国建筑第八工程局有限公司 | Unconventional construction joint system special for linear accelerator machine room and construction method thereof |
-
1996
- 1996-10-16 JP JP8294533A patent/JPH10121777A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012242045A (en) * | 2011-05-23 | 2012-12-10 | Shimizu Corp | Ground water heat utilization system |
CN104947710A (en) * | 2015-05-27 | 2015-09-30 | 广东省建筑设计研究院 | Underground anti-radiation rigid self-waterproofing building structure and construction method thereof |
CN104947710B (en) * | 2015-05-27 | 2016-08-24 | 广东省建筑设计研究院 | A kind of underground radioprotective rigid self-waterproof Architectural Construction and construction method thereof |
KR101869687B1 (en) * | 2016-07-21 | 2018-06-21 | 주식회사 휴비츠 | Apparatus for processing eyeglass lens |
CN113605423A (en) * | 2021-08-26 | 2021-11-05 | 沈阳建筑大学 | Waterproof structure of underground continuous wall |
CN115142567A (en) * | 2022-06-24 | 2022-10-04 | 中国建筑第八工程局有限公司 | Unconventional construction joint system special for linear accelerator machine room and construction method thereof |
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