JPH0663243B2 - Earthquake-resistant waterproof structure of underground structure - Google Patents

Earthquake-resistant waterproof structure of underground structure

Info

Publication number
JPH0663243B2
JPH0663243B2 JP19507987A JP19507987A JPH0663243B2 JP H0663243 B2 JPH0663243 B2 JP H0663243B2 JP 19507987 A JP19507987 A JP 19507987A JP 19507987 A JP19507987 A JP 19507987A JP H0663243 B2 JPH0663243 B2 JP H0663243B2
Authority
JP
Japan
Prior art keywords
waterproof layer
waterproof
concrete
metal foil
laid
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 - Lifetime
Application number
JP19507987A
Other languages
Japanese (ja)
Other versions
JPS6439421A (en
Inventor
伸 寺内
彰 遠藤
純二 岡村
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP19507987A priority Critical patent/JPH0663243B2/en
Publication of JPS6439421A publication Critical patent/JPS6439421A/en
Publication of JPH0663243B2 publication Critical patent/JPH0663243B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は地下構造物の下部に防水処理を施した、地下
構造物の耐震防水構造に関するものである。
The present invention relates to an earthquake-resistant waterproof structure for an underground structure, in which a lower portion of the underground structure is waterproofed.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

地下構造物の防水処理は従来、コンクリート打継ぎ部に
止水板を設置する、躯体を二重壁,二重床構造にする、
構造物外周面に防水層を形成する、構造物周囲に排水設
備を設置して地下水を排出する等の方法により行われて
いるが、耐久性と耐震性等の点でそれぞれに弱点を抱え
ている。
Conventionally, waterproofing of underground structures is done by installing a water stop plate at the concrete joint, making the structure a double wall, double floor structure,
It is done by methods such as forming a waterproof layer on the outer peripheral surface of the structure and installing drainage equipment around the structure to discharge groundwater, but each has weaknesses in terms of durability and earthquake resistance. There is.

止水板を設置する方法ではコンクリート自身の防水性に
限界があり、二重構造にする方法はコスト高で、構造物
周辺に大きなスペースを割くことになる。防水層を形成
する方法では防水層が地震等の水平力作用時に破壊し易
く、耐久性が低下する恐れがあり、排水設備を設置する
方法では完全な排出が難しく、維持管理が困難である
等、それぞれに難があり、またいずれも耐震性能に欠け
る。
The method of installing the water stop plate has a limit to the waterproofness of the concrete itself, and the method of using the double structure is costly and requires a large space around the structure. With the method of forming the waterproof layer, the waterproof layer is likely to be damaged when a horizontal force is applied such as an earthquake, and durability may be deteriorated.With the method of installing the drainage facility, complete discharge is difficult, and maintenance is difficult. , Each has its own difficulties, and both are lacking in earthquake resistance.

この発明は上記背景を踏まえ、特に防水構造の耐震性不
足に着目してなされたもので、耐震性と耐久性の高い防
水構造を提案するものである。
The present invention has been made in view of the above background, focusing on the lack of earthquake resistance of the waterproof structure, and proposes a waterproof structure having high earthquake resistance and high durability.

〔問題点を解決するための手段〕[Means for solving problems]

本発明では耐久性が高く、透水性が0の金属箔を芯材と
し、これを有機系防水材で挟み込んで防水層を形成する
ことにより耐震性を有し、耐久性と防水性の高い防水構
造を形成する。
In the present invention, a metal foil having high durability and zero water permeability is used as a core material, and the metal foil is sandwiched by an organic waterproof material to form a waterproof layer, which has earthquake resistance and is highly durable and waterproof. Form a structure.

金属箔を有機系防水材で挟んで形成される金属箔防水層
は水平力による水平変位時に防水材が破壊した場合にも
金属箔によって防水性を保持する。
The metal foil waterproof layer formed by sandwiching the metal foil with the organic waterproof material maintains the waterproof property by the metal foil even when the waterproof material is broken during horizontal displacement due to horizontal force.

この金属箔防水層に加え、その破壊防止のために他にも
う一層通常の防水層を、水平変位時に破壊させる犠牲層
として設置することにより耐震性、すなわち地震時の安
全度を高める。または金属箔防水層の水平面をなす部分
を凹凸状に形成することにより金属箔防水層自身の水平
変位を拘束し、耐震性を高める。
In addition to this metal foil waterproof layer, another ordinary waterproof layer is installed as a sacrificial layer to be destroyed during horizontal displacement in order to prevent the damage, thereby enhancing the earthquake resistance, that is, the safety level in the event of an earthquake. Alternatively, the horizontal displacement of the metal foil waterproof layer is formed in a concavo-convex shape to restrain the horizontal displacement of the metal foil waterproof layer itself, thereby enhancing the earthquake resistance.

前者の場合、防水構造は岩盤上の捨コンクリート上に敷
設される通常の防水層と、防水層上に地下構造物を囲む
ように打設される、床と壁からなる防水層支持コンクリ
ートと、その内側に造成され、地下構造物を支持するコ
ンクリート基礎版からなり、防水層支持コンクリートと
コンクリート基礎版との間に全面に亘って金属箔防水層
が敷設される。
In the case of the former, the waterproof structure is a normal waterproof layer laid on the dumped concrete on the bedrock, and a waterproof layer supporting concrete composed of a floor and a wall, which is placed on the waterproof layer to surround the underground structure, A concrete foundation slab that is built inside and supports an underground structure is constructed, and a metal foil waterproof layer is laid over the entire surface between the waterproof layer supporting concrete and the concrete foundation.

後者の場合は岩盤上の防水層支持コンクリートと、コン
クリート基礎版及び金属箔防水層からなり、金属箔防水
層の、防水層支持コンクリートの床に沿って敷設される
部分が縦断面上、凹凸状に形成される。
In the latter case, it consists of a waterproof layer supporting concrete on rock, a concrete foundation plate and a metal foil waterproof layer, and the part of the metal foil waterproof layer that is laid along the floor of the waterproof layer supporting concrete is uneven in vertical section. Is formed.

〔実施例〕〔Example〕

以下本発明を一実施例に示す図面に基づいて説明する。 The present invention will be described below with reference to the drawings showing an embodiment.

まず第一の発明を第1図乃至第4図により説明する。First, the first invention will be described with reference to FIGS.

この発明は第1図に示すように捨コンクリート1上に敷
設される防水層2と、この上に打設される防水層支持コ
ンクリート3と、その内側に敷設される金属箔防水層4
と、コンクリート基礎版5から構成されるものである。
As shown in FIG. 1, the present invention includes a waterproof layer 2 laid on a waste concrete 1, a waterproof layer supporting concrete 3 laid on this, and a metal foil waterproof layer 4 laid inside thereof.
And a concrete foundation plate 5.

捨コンクリート1は岩盤A上に水平に打設され、この上
に通常のアスファルト防水,シート防水等の防水層2が
敷設される。この防水層2は水平変位時に破壊を予定さ
れた犠牲層としての役割を持ち、その破壊時の、防水層
支持コンクリート3の外部への流出を防止し、防水層支
持コンクリート3と捨コンクリート1間の止水のため
に、防水層2の端部には金属板を非加硫ブチル等で挟み
込んだ止水板2−1が設置される。
The waste concrete 1 is placed horizontally on the bedrock A, and a waterproof layer 2 such as ordinary asphalt waterproof and sheet waterproof is laid on this. This waterproof layer 2 has a role as a sacrificial layer which is scheduled to be destroyed at the time of horizontal displacement, prevents the waterproof layer supporting concrete 3 from flowing out to the outside at the time of the destruction, and between the waterproof layer supporting concrete 3 and the discarded concrete 1. In order to stop the water, a water stop plate 2-1 in which a metal plate is sandwiched by non-vulcanized butyl etc. is installed at the end of the waterproof layer 2.

防水層2上に、金属箔防水層4を支持し、捨コンクリー
ト1の不陸を調整する防水層支持コンクリート3が打設
される。防水層支持コンクリート3は床3aと壁3bからな
り、壁3bは地下水位上まで打設される。
On the waterproof layer 2, a waterproof layer supporting concrete 3 that supports the metal foil waterproof layer 4 and adjusts the unevenness of the waste concrete 1 is placed. The waterproof layer supporting concrete 3 comprises a floor 3a and a wall 3b, and the wall 3b is cast up to the groundwater level.

金属箔防水層4は金属箔4aを芯材とし、これを有機系防
水材4bで挟み込んで形成され、防水層支持コンクリート
3の内周の全面に亘って敷設される。金属箔4aは耐蝕
性,耐久性の面よりチタン,銅,ステンレス等の錆にく
い材料が使用され、金属が芯材であることにより金属箔
防水層4の透水性は0になる。金属箔防水層4は現場で
形成される他、第4図に示すように一定の幅でロール状
に製作される。
The metal foil waterproof layer 4 is formed by sandwiching the metal foil 4a as a core material with the organic waterproof material 4b, and is laid over the entire inner circumference of the waterproof layer supporting concrete 3. The metal foil 4a is made of a material such as titanium, copper, or stainless that does not easily rust in terms of corrosion resistance and durability. Since the metal is the core material, the water permeability of the metal foil waterproof layer 4 becomes zero. The metal foil waterproof layer 4 is formed in the field and is also manufactured in a roll shape with a constant width as shown in FIG.

金属箔防水層4の内側にはこれを押さえて保護しなが
ら、地下構造物Bを支持するコンクリート基礎版5が造
成される。
Inside the metal foil waterproof layer 4, a concrete foundation plate 5 that supports the underground structure B while pressing and protecting it is formed.

金属箔防水層4の、コンクリート基礎版5と防水層支持
コンクリート3間からの流出は両者間の上端に充填され
るエポキシ樹脂6によって防止される。また金属箔防水
層4が水平面をなす、防水層支持コンクリート3の床3a
部分の延長線上の、床3aと壁3bの打継ぎ面にも防水層2
と同様に止水板2−1が設置される。
The metal foil waterproof layer 4 is prevented from flowing out between the concrete foundation plate 5 and the waterproof layer supporting concrete 3 by the epoxy resin 6 filled at the upper end between the two. The floor 3a of the waterproof layer supporting concrete 3 in which the metal foil waterproof layer 4 forms a horizontal surface
Waterproof layer 2 on the joint surface of floor 3a and wall 3b on the extension line of the part
The water stop plate 2-1 is installed in the same manner as.

第2図は金属箔防水層4に所定の間隔で止水板2−1を
入れた場合の実施例を、第3図はその場合の止水板2−
1の配置状況を示したものである。
FIG. 2 shows an embodiment in which the water blocking plates 2-1 are put in the metal foil waterproof layer 4 at predetermined intervals, and FIG. 3 shows the water blocking plate 2- in that case.
1 shows the arrangement status of No. 1.

次に第5図,第6図により第二の発明を説明する。Next, the second invention will be described with reference to FIGS.

この発明は第5図に示すように岩盤A上に打設される防
水層支持コンクリート3と、この上に敷設される金属箔
防水層4と、コンクリート基礎版5から構成され、金属
箔防水層4の、防水層支持コンクリート3の床3a面に沿
って敷設される部分を縦断面上、凹凸状に形成すること
によりそれ自身の水平変位を拘束する構造にしたもので
ある。この発明では金属箔防水層4自身が水平力に対す
る抵抗力を持つため第一の発明における、破壊を予定さ
れた防水層2とそれを支持する捨コンクリート1は不要
になる。
As shown in FIG. 5, the present invention comprises a waterproof layer supporting concrete 3 cast on a bedrock A, a metal foil waterproof layer 4 laid on the waterproof layer supporting concrete 3, and a concrete foundation plate 5. 4 is a structure for restraining the horizontal displacement of itself by forming the portion of the waterproof layer supporting concrete 3 laid along the floor 3a surface in an uneven shape in the vertical cross section. In this invention, since the metal foil waterproof layer 4 itself has resistance to horizontal force, the waterproof layer 2 scheduled to be destroyed and the waste concrete 1 supporting it in the first invention are not necessary.

金属箔防水層4の床3a面部分の凹凸は、防水層支持コン
クリート3の床3a部分の天端面から部分的に凹部を形成
し、この凹部に、第6図−Iに示すように金属箔4aから
中空の箱状に形成された部分と、その上端回りに一体化
した板状の金属箔4aからなる部品を落とし込むことによ
り形成される。箱状部分の上端は開放し、その外周に板
状の金属箔4aが一体化するが、下端は金属箔4aで閉鎖し
ており、第6図−Iに示す部品は縦断面がハット形をし
ている。
The unevenness on the floor 3a surface portion of the metal foil waterproof layer 4 partially forms a concave portion from the top end surface of the floor 3a portion of the waterproof layer supporting concrete 3, and in this concave portion, as shown in FIG. It is formed by dropping a hollow box-shaped portion from 4a and a component made of a plate-shaped metal foil 4a integrated around the upper end thereof. The upper end of the box-shaped portion is open, and the plate-shaped metal foil 4a is integrated with the outer periphery thereof, but the lower end is closed by the metal foil 4a, and the component shown in FIG. 6-I has a hat-shaped vertical cross section. is doing.

施工は床3aの表面側から凹部と相対的な凸部に連続して
防水材4bを敷設した後、金属箔4a製の、第6図−Iに示
す部品を凹部分に落とし込み、第6図−IIに示すように
隣接する部品の、上面側の金属箔4a,4aを互いに溶接
し、その表面側から更に凹部と凸部に連続して防水材4b
を敷設する、という要領で行われる。
Construction is performed by laying the waterproof material 4b continuously from the surface side of the floor 3a to the convex portion relative to the concave portion, and then dropping the metal foil 4a parts shown in FIG. 6-I into the concave portion, and as shown in FIG. -As shown in II, the metal foils 4a, 4a on the upper surface of the adjacent parts are welded to each other, and the waterproof material 4b is further continuous from the surface side to the concave portion and the convex portion.
Is laid down.

この場合も第5図に示すように金属箔防水層4の立ち上
がり部分の上端に充填されるエポキシ樹脂6によって、
また第2図,第3図のように止水板2−1を配置するこ
とにより止水される。
Also in this case, as shown in FIG. 5, by the epoxy resin 6 filled in the upper end of the rising portion of the metal foil waterproof layer 4,
Water is stopped by arranging the water stop plate 2-1 as shown in FIGS. 2 and 3.

〔発明の効果〕〔The invention's effect〕

この発明は以上の通り、金属箔を芯材とした防水層を形
成することに加え、犠牲層となる通常の防水層を設置す
る、もしくは金属箔防水層の水平面に沿った部分に凹凸
を形成することにより耐震性能を付与するものであるた
め、防水構造の耐震性と耐久性を向上させることができ
る。
As described above, according to the present invention, in addition to forming a waterproof layer having a metal foil as a core material, an ordinary waterproof layer serving as a sacrificial layer is provided, or unevenness is formed in a portion along the horizontal surface of the metal foil waterproof layer. As a result, it is possible to improve the earthquake resistance and durability of the waterproof structure, since it imparts earthquake resistance.

また金属箔は透水性が0であるため完全防水が可能であ
り、この芯材は有機系防水材によって両面から保護され
ているため耐久性と耐蝕性が高く、更に薄肉であるため
施工性が良好である。
In addition, since the metal foil has zero water permeability, it can be completely waterproofed. Since the core material is protected from both sides by the organic waterproof material, it has high durability and corrosion resistance. It is good.

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

第1図は第一の発明の実施例を示した断面図、第2図は
他の実施例を示した拡大断面図、第3図はその斜視図、
第4図−I,IIは金属箔防水層の製作例を示したそれぞれ
斜視図,断面図である。 第5図は第二の発明の実施例を示した断面図、第6図−
Iはこの発明に使用される金属箔からなる部品を示した
斜視図、IIはその設置状況を示した斜視図である。 A……岩盤、B……地下構造物、1……捨コンクリー
ト、2……防水層、2−1……止水板、3……防水層支
持コンクリート、3a……床、3b……壁、4……金属箔防
水層、4a……金属箔、4b……有機系防水材、5……コン
クリート基礎版、6……エポキシ樹脂。
FIG. 1 is a sectional view showing an embodiment of the first invention, FIG. 2 is an enlarged sectional view showing another embodiment, and FIG. 3 is a perspective view thereof.
FIGS. 4-I and II are a perspective view and a sectional view, respectively, showing an example of manufacturing the metal foil waterproof layer. FIG. 5 is a sectional view showing an embodiment of the second invention, FIG. 6-
I is a perspective view showing a component made of metal foil used in the present invention, and II is a perspective view showing its installation state. A: bedrock, B: underground structure, 1 ... discarded concrete, 2 ... waterproof layer, 2-1 ... water stop plate, 3 ... waterproof layer supporting concrete, 3a ... floor, 3b ... wall 4 ... Metal foil waterproof layer, 4a ... Metal foil, 4b ... Organic waterproof material, 5 ... Concrete base plate, 6 ... Epoxy resin.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】岩盤上の捨コンクリート上に敷設される防
水層と、この防水層上に地下構造物を囲むように打設さ
れる、床と壁からなる防水層支持コンクリートと、防水
層支持コンクリートの内側に造成され、地下構造物を支
持するコンクリート基礎版とから構成される防水構造で
あり、防水層支持コンクリートとコンクリート基礎版と
の間には全面に亘り、金属箔を芯材とし、これを有機系
防水材で挟み込んで形成される金属箔防水層が敷設され
ていることを特徴とする地下構造物の耐震防水構造。
1. A waterproof layer laid on abandoned concrete on rock, a waterproof layer supporting concrete composed of a floor and a wall, which is placed on the waterproof layer to surround an underground structure, and a waterproof layer support. It is a waterproof structure that is constructed inside concrete and is composed of a concrete foundation plate that supports underground structures, and is between the waterproof layer supporting concrete and the concrete foundation plate, with a metal foil as a core material, A seismic waterproof structure for underground structures, in which a metal foil waterproof layer formed by sandwiching this with an organic waterproof material is laid.
【請求項2】岩盤上に地下構造物を囲むように打設され
る、床と壁からなる防水層支持コンクリートと、この防
水層支持コンクリートの内側に造成され、地下構造物を
支持するコンクリート基礎版とから構成される防水構造
であり、防水層支持コンクリートとコンクリート基礎版
との間には全面に亘り、金属箔を芯材とし、これを有機
系防水材で挟み込んで形成される金属箔防水層が敷設さ
れており、金属箔防水層の、防水層支持コンクリートの
床に沿って敷設される部分は縦断面上、凹凸状に形成さ
れていることを特徴とする地下構造物の耐震防水構造。
2. A waterproof layer supporting concrete composed of a floor and a wall, which is cast on a rock so as to surround the underground structure, and a concrete foundation which is formed inside the waterproof layer supporting concrete and supports the underground structure. It is a waterproof structure composed of a slab, and a metal foil waterproof is formed by using a metal foil as a core material and sandwiching it with an organic waterproof material over the entire surface between the waterproof layer supporting concrete and the concrete foundation slab. Earthquake-resistant waterproof structure for underground structures, in which layers are laid, and the portion of the metal foil waterproof layer that is laid along the floor of the waterproof layer supporting concrete is formed in an uneven shape in vertical section. .
JP19507987A 1987-08-04 1987-08-04 Earthquake-resistant waterproof structure of underground structure Expired - Lifetime JPH0663243B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19507987A JPH0663243B2 (en) 1987-08-04 1987-08-04 Earthquake-resistant waterproof structure of underground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19507987A JPH0663243B2 (en) 1987-08-04 1987-08-04 Earthquake-resistant waterproof structure of underground structure

Publications (2)

Publication Number Publication Date
JPS6439421A JPS6439421A (en) 1989-02-09
JPH0663243B2 true JPH0663243B2 (en) 1994-08-22

Family

ID=16335201

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19507987A Expired - Lifetime JPH0663243B2 (en) 1987-08-04 1987-08-04 Earthquake-resistant waterproof structure of underground structure

Country Status (1)

Country Link
JP (1) JPH0663243B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105256797A (en) * 2015-09-01 2016-01-20 中建八局第四建设有限公司 Method for waterproof construction of anti-floating anchor rod

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100372161B1 (en) * 2000-07-03 2003-02-14 박인구 basis drainage-plate composition for interception electromagnetic waves of underground structure, basis drainage-plate and manufacturing method there of
CN104727335B (en) * 2015-02-13 2016-08-10 常熟建工建设集团有限公司 A kind of ground rapid constructing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105256797A (en) * 2015-09-01 2016-01-20 中建八局第四建设有限公司 Method for waterproof construction of anti-floating anchor rod

Also Published As

Publication number Publication date
JPS6439421A (en) 1989-02-09

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