JP2003118023A - Self-repairable waterproof sheet - Google Patents

Self-repairable waterproof sheet

Info

Publication number
JP2003118023A
JP2003118023A JP2001314654A JP2001314654A JP2003118023A JP 2003118023 A JP2003118023 A JP 2003118023A JP 2001314654 A JP2001314654 A JP 2001314654A JP 2001314654 A JP2001314654 A JP 2001314654A JP 2003118023 A JP2003118023 A JP 2003118023A
Authority
JP
Japan
Prior art keywords
sheet
water
waterproof sheet
concrete
swelling layer
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
Application number
JP2001314654A
Other languages
Japanese (ja)
Inventor
Iwao Heii
岩夫 兵井
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.)
CK KK
Original Assignee
CK KK
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 CK KK filed Critical CK KK
Priority to JP2001314654A priority Critical patent/JP2003118023A/en
Publication of JP2003118023A publication Critical patent/JP2003118023A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a waterproof sheet which prevents the entrance of water into the body of the sheet even when the sheet is cracked. SOLUTION: Rainwater, groundwater, etc. are prevented from reaching a water absorbing swelling layer 4 by a cover body 5 even when the sheet base material 2 surface of the waterproof sheet 1 in which a fiber aggregate 3 is fixed to the back of the waterproofing, flexible sheet base material 2, the swelling layer 4 is formed on the back of the fiber aggregate 3, and the cover body 5 soluble in alkali water adherent to the surface of cement kept at room temperature is formed on the back of the swelling layer 4 is fixed to a provisional form L or a form K before the placement of concrete. After the placement of the concrete, the cover body 5 of the waterproof sheet 1 is dissolved by the concrete, and the swelling layer 4 is adhered to the outer wall surface W of the building frame. Even when the sheet base material 2 is cracked, and water enters from the crack, the water is absorbed by a clay mineral which is swelled and gelatinized to be prevented from reaching the building frame.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、粘土鉱物等による
膨潤性を利用した高止水性を有する自己修復性防水シー
トに関する。 【0002】 【従来の技術】従来、陸屋根、地下構造物の壁面及び床
面等の防水工事には、各種の防水工法があるが、常温で
施工でき、防水層が均一且つ均質で、軽量な合成高分子
ルーフィング(以下、シート防水)では、塩化ビニル樹
脂系、加硫ゴム系又は非加硫ゴム系のシート基材に、合
成繊維、カーボン繊維又はガラス繊維製の織布又は不織
布を補強材として積層して構成された防水シート材料が
見受けられる。上記防水シートを用いた防水工法にあっ
ては、躯体コンクリートに接着剤又は釘等の固定手段に
よって取付けて、躯体のひび割れ等の変動を吸収する様
にしている。しかしながら、上記防水シートによるシー
ト防水にあっては、躯体コンクリートの乾燥、水和反応
熱及び地震等による変動によって、万一防水シートの継
ぎ目が剥がれたり、防水性のシート基材が追従亀裂する
ことによって防水効果が損なわれた場合に、この防水シ
ートの防水不良箇所(剥がれ箇所又は亀裂箇所)の補修
と同時に防水シート表面の押さえ層の撤去、再施工を伴
い、多大の費用を要すると共に、特に狭い敷地に建設さ
れた地下構造物にあっては、その壁面の外側の土を充分
に掘削できないため、外壁面に取付けられた防水シート
の補修が非常に難しい。 【0003】そこで、2枚の合成繊維製不織布又は厚紙
間に、吸水により膨潤ゲル化するベントナイトや改質ア
スファルトを含有したベントナイト等の粘土鉱物を固
着、保持させたシート状、板状の止水材が見受けられ
る。又、上記防水シートの他に、上記粘土鉱物を棒状、
帯状又はテープ状に成形したり、この粘土鉱物の表面を
水溶性フィルムや離型紙で被覆したコンクリート打継ぎ
部の止水材も見受けられる。 【0004】 【発明が解決しようとする課題】しかし、上記の粘土鉱
物を利用した止水材を地下構造物の外壁面に設置する際
に、例えば仮型枠や型枠(以下、型枠類)の内側に防水
材を固定した後、コンクリートを打設する様にして躯体
の外壁面に設置する方法を採用すると、型枠類に止水材
を取付けてからコンクリートの打設迄の間に降雨や地下
水によって止水材が濡れてしまう可能性が高く、そうな
ると、不織布や厚紙自体に水が浸透し水路になって、不
織布や厚紙から粘土鉱物が流失して止水効果が大幅に失
われてしまうため、止水材にカバーをかける等の処置を
する必要があるだけでなく、地下水が多い所では地下構
造物が冠水することによって止水材から粘土鉱物が流失
する恐れがあった。 【0005】 【課題を解決するための手段】本発明は、上記従来技術
に基づく、地下構造物の外壁面に粘土鉱物を利用した防
水材を用いる場合、型枠類に固定した止水材を養生する
必要がある課題に鑑み、防水性及び可撓性を有するシー
ト基材の裏面に繊維集合体を固着し、該繊維集合体の裏
面に、例えば膨潤性を有する粘土鉱物で構成する吸水膨
潤層を形成し、該吸水膨潤層の裏面にアルカリ可溶性の
被覆体を設けた防水シートをコンクリート躯体に設ける
ことによって、防水性のシート基材がひび割れても、そ
こからの浸入水を粘土鉱物で吸収し膨潤ゲル化させて躯
体まで到達させない様にする。又、コンクリートの打設
前に上記防水シートのシート基材側を型枠類に固定すれ
ば、被覆体が露出するため、雨水、地下水等が吸水膨潤
層まで到達せず、コンクリート打設後に被覆体が溶けて
吸水膨潤層を躯体の外壁面に密着させる様にして、上記
課題を解決する。 【0006】 【発明の実施の形態】以下、本発明の一実施例を図面に
基づいて説明する。自己修復性防水シート1(以下、防
水シート1)は、建築物の陸屋根床面及び地下構造物の
外壁面Wの防水施工の際に使用する防水シートであり、
このシート1は、薄いシート基材2と、該シート基材2
裏面に毛羽立たせる様に形成した、繊維密度が粗い不織
布等の繊維集合体3を固着し、該繊維集合体3の裏面
に、該繊維集合体3に馴染む様に所定厚さに吸水膨潤層
4を定着し、その裏面に被覆体5を設けている。 【0007】防水シート1におけるシート基材2にあっ
ては、塩化ビニル合成樹脂、加硫ゴム系又は非加硫ゴム
系の材質のもの等の要するに防水性及び可撓性を有し、
且つ破れ難い高強度な素材であれば良く、特に表面が滑
沢なものが望ましい。 【0008】防水シート1における繊維集合体3にあっ
ては、合成繊維、カーボン繊維又はガラス繊維製の織布
又は不織布から成る織布又は不織布等の要するにシート
材4の裏面の構成繊維が毛羽立った状態、或いは構成繊
維が絡み合った状態であれば良く、又単に無数のカール
状繊維を散りばめる様にシート基材2裏面に固着した状
態であっても良く、特に構成繊維相互間の隙間は、吸水
膨潤層4が十分に入り込む様にある程度大きいほうが望
ましい。 【0009】吸水膨潤層4にあっては、例えばベントナ
イトやセピオライト、改質アスファルトを含有したベン
トナイトから成り、要するに膨潤性を有すると共に、水
を吸って粘着性を増す性質を有した鉱物に、粘性維持剤
と粘度調整剤を添加して半練り状態にしたものである。
粘性維持剤はベントナイトやセピオライトの混練品の粘
性を維持するもので、グリコール等のアルコール類、又
はひまし油、灯油等の油類等であり、粘度調整剤は吸水
膨潤層4を施工容易な硬さに調整するためのものであ
る。又、被覆体5にあっては、例えばポリ乳酸樹脂等の
フィルムから成り、要するに水には溶けず、常温のセメ
ントの表面についたアルカリ水に可溶性の物質をフィル
ム状に成形したものであれば良い。尚、図3、5は被覆
体5が溶ける前の外壁の断面図であり、このまま放置す
れば被覆体5は溶けて無くなってしまうものである。 【0010】次に、本発明に係る自己修復性防水シート
1の施工方法について説明する。防水シート1は、特に
地下構造物の外壁面Wに施工する場合に防水効果が有効
に発揮されるため、以下その施工方法について詳説す
る。防水シート1の施工にあっては、コンクリートを打
設する前に防水シート1を型枠K又は仮型枠Lに固定す
る工法(先付け外防水工法)が望ましく、その施工方法
には、2パターンの工法があり、第1の工法は、図2に
示す様に、コンクリートの打設後に撤去する型枠Kに防
水シート1を仮留めすることによって施工する工法であ
る。この工法は、図2(a)に示す様に、地下構造物の
地山側に型枠Kを組立て、その内側に防水シート1を、
そのシート基材2が密着する様に固定した後、上記型枠
Kとの間に所定間隔を設けて別途型枠Kを組立てる。そ
して、図2(b)に示す様に、一方の型枠Kと他方の型
枠Kの間にコンクリートを打設し、コンクリートの養
生、硬化後に各型枠Kを撤去し、図2(c)に示す様
に、地山と防水シート1との空間に土Pを埋め戻す。 【0011】第2の工法は、図4に示す様に、打ち込み
(埋め込み)式の仮型枠Lに防水シート1を施工する工
法である。この工法は、図4(a)に示す様に、地下構
造物の地山側に仮型枠Lを組立て、その内側に防水シー
ト1を、そのシート基材2が密着する様に固定した後、
上記仮型枠Lとの間に所定間隔を設けて型枠Kを組立て
る。そして、図4(b)に示す様に、仮型枠L、型枠K
間にコンクリートを打設し、コンクリートの養生、硬化
後に型枠Kを撤去する。 【0012】次に、本発明に係る自己修復性防水シート
の作用について説明する。コンクリートはアルカリ性で
あることから、コンクリート躯体Cと接触状態にある防
水シート1の被覆体5は溶けて、吸水膨潤層4の表面が
コンクリート躯体C側に現出してコンクリート躯体Cに
接触し、吸水膨潤層4がコンクリートの水分を吸収して
膨潤ゲル化すると共に、吸水膨潤層4の柔軟性で以てコ
ンクリート躯体Cに対応変形し、吸水膨潤層4がコンク
リート躯体Cに完全密着化する。 【0013】万一防水シート1が破断したり、防水シー
ト1の継ぎ目に剥がれを生じ、これから雨水や地下水が
侵入しても、吸水膨潤層4で吸水して、該吸水膨潤層4
が膨潤ゲル化して止水しコンクリート躯体Cに到達しな
い。又、コンクリート躯体Cにひび割れが発生しても、
当該部位に吸水膨潤層4の構成材即ち、膨潤した粘土鉱
物が浸入して閉塞してしまう。 【0014】土Pの埋め戻しの際、防水シート1におけ
るシート基材2は高強度で破れず、表面滑沢であれば投
入土Pとの抵抗が少なく、躯体に対する防水シート1の
密着状態が維持される。 【0015】 【発明の効果】要するに本発明は、防水性且つ可撓性の
シート基材2の裏面に、繊維集合体3を固着し、該繊維
集合体3の裏面に吸水膨潤層4を形成し、該吸水膨潤層
4の裏面にアルカリ可溶性の被覆体5を設けたので、シ
ート基材2を仮型枠L又は地山側の型枠Kに取付け、被
覆体5を後施工するコンクリート側に配することによ
り、前記被覆体5が雨水、地下水に対する吸水膨潤層4
の保護カバーと成るため、防水シート1を養生する手間
を省くことができ、コンクリートの打設後は、該コンク
リートがアルカリ性のため被覆体5が溶け、コンクリー
トに吸水膨潤層4を密着させることができる。又、躯体
に施工したシート基材2に何らかの原因で亀裂が生じ、
この亀裂から雨水や地下水が躯体側へ浸入しようとして
も、この浸入水が防水シート1の吸水膨潤層4と接触す
ることによって、浸入水を吸水膨潤層4が吸水して膨潤
ゲル化するため、躯体側への浸入が防止できる。更に、
シート基材2だけでなく躯体にひび割れがあった場合、
シート基材2の亀裂部位から徐々に膨潤ゲル化した粘土
鉱物を浸入水と共に躯体のひび割れ箇所へ流出させなが
ら浸透させ、粘土鉱物をかかるひび割れ箇所に吸着、且
つ充填させることによって、前記ひび割れ箇所は、膨潤
ゲル化した粘土鉱物で緊密に閉塞させられて止水できる
ため、躯体のひび割れ箇所からの漏水を自然に食い止め
ることができ、上記防水工法によってコンクリート躯体
Cに固定する容易なる作業にて万一防水シート1が破れ
ても補修を要せず、防水性も損なわない遮水層を形成す
ることができる。吸水膨潤層4は柔軟で躯体に馴染み易
いため、施工性の向上を図ることができ、吸水膨潤層4
は、粘土鉱物自体に防水性があるため、防水性の有るシ
ート基材2と相まって防水シート1の施工当初から十分
な防水機能を発揮させることができ、即ち防水シート1
に即効性を具備させることができる。又、防水シート1
の運搬の際に、この防水シート1をロール形態と成した
場合も、防水シート1の裏面との間に被覆体5を介在さ
せて、防水シート1の裏面に吸水膨潤層4を付着させな
い様にすることができる等その実用的効果甚だ大であ
る。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a self-healing waterproofing sheet having a high water-blocking property utilizing swelling properties of clay minerals and the like. 2. Description of the Related Art Conventionally, there are various waterproofing methods for waterproofing a wall surface and a floor surface of a flat roof, an underground structure, and the like. However, the waterproofing method can be performed at room temperature, and the waterproof layer is uniform, uniform, and lightweight. In synthetic polymer roofing (hereinafter referred to as sheet waterproofing), a woven or nonwoven fabric made of synthetic fiber, carbon fiber or glass fiber is reinforced with a vinyl chloride resin, vulcanized rubber or non-vulcanized rubber sheet base material. A waterproof sheet material formed by laminating is seen. In the waterproofing method using a waterproof sheet, the concrete is attached to the skeleton concrete by a fixing means such as an adhesive or a nail to absorb fluctuations such as cracks in the skeleton. However, in the case of sheet waterproofing using the above waterproof sheet, the joints of the waterproof sheet may be peeled off or the waterproof sheet base material may crack due to fluctuations due to drying of the skeleton concrete, heat of hydration reaction, earthquakes, and the like. If the waterproofing effect is impaired by this, it is necessary to repair the poor waterproofing part (peeled part or cracked part) of this waterproofing sheet, remove the pressing layer on the surface of the waterproofing sheet and reconstruct it, and it requires a great deal of cost. In an underground structure constructed on a small site, it is extremely difficult to repair the waterproof sheet attached to the outer wall surface because the soil outside the wall surface cannot be sufficiently excavated. [0003] Therefore, between two sheets of synthetic fiber nonwoven fabric or cardboard, a sheet-like or plate-like water-stopping material in which clay minerals such as bentonite and bentonite containing modified asphalt which swell and gel by water absorption are fixed and held. Wood can be seen. In addition, in addition to the waterproof sheet, the clay mineral rod-shaped,
Water-stopping materials are also found in concrete joints that are formed into strips or tapes or that the surface of this clay mineral is coated with a water-soluble film or release paper. [0004] However, when the above-mentioned water-blocking material utilizing the clay mineral is installed on the outer wall surface of the underground structure, for example, a temporary formwork or a formwork (hereinafter referred to as a formwork) is required. After fixing the waterproofing material inside of) and adopting the method of placing concrete on the outer wall of the skeleton by installing concrete, between the time when the waterproof material is attached to the formwork and the time when concrete is poured, It is more likely that the waterstop material will be wet by rainfall or groundwater, in which case the water will penetrate into the nonwoven fabric or cardboard itself, forming a waterway, and the clay minerals flowing away from the nonwoven fabric or cardboard, causing a significant loss of water stopping effect. Therefore, not only is it necessary to take measures such as covering the waterproof material, but also in places where there is a large amount of groundwater, there is a risk that clay minerals may flow out of the waterproof material due to flooding of the underground structure. According to the present invention, when a waterproofing material based on the above-mentioned prior art is used on the outer wall surface of an underground structure using a clay mineral, a waterproof material fixed to a formwork is used. In view of the problem that needs to be cured, a fiber aggregate is fixed to the back surface of a waterproof and flexible sheet base material, and the back surface of the fiber aggregate has, for example, a water-absorbing swelling composed of a swellable clay mineral. By forming a layer and providing a waterproof sheet provided with an alkali-soluble coating on the back surface of the water-absorbing swelling layer on the concrete body, even if the waterproof sheet base material cracks, the water entering therefrom is covered with a clay mineral. It absorbs and swells to gel to prevent it from reaching the skeleton. Also, if the sheet substrate side of the waterproof sheet is fixed to the formwork before concrete is poured, the covering is exposed, so that rainwater, groundwater, etc. does not reach the water-absorbing swelling layer, and the concrete is covered after the concrete is placed. The object is solved by dissolving the body and bringing the water-absorbing swelling layer into close contact with the outer wall surface of the skeleton. An embodiment of the present invention will be described below with reference to the drawings. The self-healing waterproof sheet 1 (hereinafter referred to as a waterproof sheet 1) is a waterproof sheet used for waterproofing a flat roof surface of a building and an outer wall surface W of an underground structure.
The sheet 1 comprises a thin sheet substrate 2 and the sheet substrate 2
A fiber assembly 3 such as a nonwoven fabric having a low fiber density formed so as to be fluffed on the back surface is fixed, and the water-absorbing swelling layer 4 is formed on the back surface of the fiber assembly 3 to a predetermined thickness so as to be adapted to the fiber assembly 3. Is fixed, and a cover 5 is provided on the back surface. The sheet base material 2 of the waterproof sheet 1 is made of vinyl chloride synthetic resin, vulcanized rubber-based or non-vulcanized rubber-based material, etc., and thus has waterproofness and flexibility.
Any material having high strength that is not easily broken may be used, and a material having a smooth surface is particularly desirable. In the fiber assembly 3 of the waterproof sheet 1, the constituent fibers of the back surface of the sheet material 4, such as a woven or nonwoven fabric made of a woven or nonwoven fabric made of synthetic fiber, carbon fiber or glass fiber, are fluffy. State, or a state in which the constituent fibers are intertwined, or may be a state in which the fibers are simply fixed to the back surface of the sheet substrate 2 so as to scatter innumerable curled fibers. It is desirable that the water absorption swelling layer 4 be large to some extent so as to penetrate sufficiently. The water-absorbing swelling layer 4 is made of, for example, bentonite, sepiolite, or bentonite containing modified asphalt, and has a swelling property. A semi-kneaded state is obtained by adding a maintenance agent and a viscosity modifier.
The viscosity maintaining agent is for maintaining the viscosity of the kneaded product of bentonite and sepiolite, and is an alcohol such as glycol, or an oil such as castor oil or kerosene. It is for adjusting. In addition, the coating 5 is made of, for example, a film of a polylactic acid resin or the like, which is insoluble in water, that is, a film formed of a substance soluble in alkaline water attached to the surface of the cement at room temperature. good. 3 and 5 are cross-sectional views of the outer wall before the coating 5 is melted. If left as it is, the coating 5 is melted and disappears. Next, a method of applying the self-healing waterproof sheet 1 according to the present invention will be described. Since the waterproofing sheet 1 effectively exhibits a waterproof effect particularly when it is applied to the outer wall surface W of an underground structure, a method of applying the waterproofing sheet 1 will be described in detail below. In the construction of the waterproof sheet 1, a method of fixing the waterproof sheet 1 to the formwork K or the temporary formwork L before casting concrete (waterproofing method outside the head) is preferable. As shown in FIG. 2, the first construction method is a construction method in which the waterproof sheet 1 is temporarily fixed to a formwork K to be removed after placing concrete. In this method, as shown in FIG. 2A, a formwork K is assembled on the ground side of an underground structure, and a waterproof sheet 1 is placed inside the formwork K.
After the sheet substrate 2 is fixed so as to be in close contact with the mold K, the mold K is separately assembled with a predetermined space provided between the sheet K and the mold K. Then, as shown in FIG. 2 (b), concrete is poured between one formwork K and the other formwork K, and after curing and hardening of the concrete, each formwork K is removed. ), The soil P is backfilled in the space between the ground and the waterproof sheet 1. As shown in FIG. 4, the second construction method is a construction method in which the waterproof sheet 1 is installed on a driving (embedding) type temporary formwork L. In this method, as shown in FIG. 4 (a), a temporary form L is assembled on the ground side of an underground structure, and a waterproof sheet 1 is fixed inside the temporary form L so that the sheet base 2 is in close contact therewith.
The mold K is assembled at a predetermined interval from the temporary mold L. Then, as shown in FIG. 4B, the temporary form L, the form K
Concrete is poured in between, and after curing and hardening of the concrete, the formwork K is removed. Next, the operation of the self-healing waterproof sheet according to the present invention will be described. Since the concrete is alkaline, the cover 5 of the waterproof sheet 1 in contact with the concrete skeleton C is melted, and the surface of the water-absorbing swelling layer 4 appears on the concrete skeleton C side and comes into contact with the concrete skeleton C, thereby absorbing water. The swelling layer 4 absorbs the moisture of the concrete and swells and gels, and the flexibility of the water-absorbing and swelling layer 4 deforms corresponding to the concrete skeleton C, so that the water-absorbing and swelling layer 4 is completely adhered to the concrete skeleton C. Even if the waterproof sheet 1 breaks or peels off at the seam of the waterproof sheet 1, even if rainwater or groundwater intrudes from this, it absorbs water in the water-absorbing swelling layer 4 and
Does not reach the concrete skeleton C due to swelling gelation and water stoppage. Also, even if cracks occur in the concrete skeleton C,
The constituent material of the water-absorbing swelling layer 4, that is, the swollen clay mineral, penetrates into the site and is closed. At the time of backfilling the soil P, the sheet base material 2 of the waterproof sheet 1 has a high strength and does not break. If the surface is smooth, the resistance to the input soil P is small, and the state of adhesion of the waterproof sheet 1 to the frame is low. Will be maintained. According to the present invention, the fiber assembly 3 is fixed on the back surface of the waterproof and flexible sheet substrate 2 and the water-absorbing swelling layer 4 is formed on the back surface of the fiber assembly 3. Then, since the alkali-soluble coating 5 was provided on the back surface of the water-absorbing swelling layer 4, the sheet base material 2 was attached to the temporary form L or the form K on the ground side, and the coating 5 was placed on the concrete side to be post-constructed. By arranging, the coating body 5 can absorb the swelling layer 4 against rainwater and groundwater.
Therefore, it is possible to save time for curing the waterproof sheet 1, and after the concrete is poured, the covering 5 is melted because the concrete is alkaline, and the water-absorbing swelling layer 4 can be brought into close contact with the concrete. it can. In addition, a crack occurs in the sheet base material 2 applied to the skeleton for some reason,
Even if rainwater or groundwater tries to invade the skeleton side from this crack, the infiltrated water comes into contact with the water-absorbing and swelling layer 4 of the waterproof sheet 1, so that the water-absorbing and swelling layer 4 absorbs the infiltrating water and swells and gels. Intrusion into the building body can be prevented. Furthermore,
If there is a crack not only in the sheet base 2 but also in the frame,
By allowing the clay mineral gradually swelled and gelled from the cracked portion of the sheet base material 2 to permeate while flowing into the cracked portion of the skeleton together with the infiltration water, and adsorbing and filling the clay mineral into the cracked portion, the cracked portion becomes Since water can be stopped by being closed tightly by the swelled and gelled clay mineral, water leakage from cracked parts of the skeleton can be naturally stopped, and the above-mentioned waterproofing method makes it easy to fix to the concrete skeleton C. Even if one waterproof sheet 1 is torn, it does not require repair and can form a waterproof layer that does not impair the waterproofness. Since the water-absorbing swelling layer 4 is flexible and easily conforms to the body, the workability can be improved, and the water-absorbing swelling layer 4
Since the clay mineral itself has waterproofness, the waterproofing sheet 1 can exhibit a sufficient waterproofing function from the beginning of the construction of the waterproofing sheet 1 in combination with the waterproofing sheet base 2.
Can have immediate effect. In addition, waterproof sheet 1
When the waterproof sheet 1 is formed into a roll when transporting, the cover 5 is interposed between the waterproof sheet 1 and the back surface of the waterproof sheet 1 so that the water-absorbing swelling layer 4 does not adhere to the back surface of the waterproof sheet 1. Its practical effect is extremely large.

【図面の簡単な説明】 【図1】本発明に係る防水シートの断面斜視図である。 【図2】(a)は、掘削した空間に配置した型枠に防水
シートを取付けた状態を示す断面図であり、(b)は、
型枠の間にコンクリートを打設した状態を示す断面図で
あり、(c)は、型枠除去後に防水シートの外側を埋め
戻した状態を示す断面図である。 【図3】本発明に係る防水シートを地下構造物の外壁面
に施工した状態を示す断面拡大図である。 【図4】(a)は、掘削した空間に配置した仮型枠に防
水シートを取付けた状態を示す断面図であり、(b)
は、仮型枠と型枠間にコンクリートを打設した状態を示
す断面図である。 【図5】本発明に係る防水シートを地下構造物の外壁の
仮型枠に施工した状態を示す断面拡大図である。 【符号の説明】 2 シート基材 3 繊維集合体 4 吸水膨潤層 5 被覆体
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a sectional perspective view of a waterproof sheet according to the present invention. FIG. 2A is a cross-sectional view showing a state in which a waterproof sheet is attached to a formwork arranged in an excavated space, and FIG.
It is sectional drawing which shows the state which poured concrete between the formwork, (c) is sectional drawing which shows the state which buried the outside of the waterproof sheet after formwork removal. FIG. 3 is an enlarged cross-sectional view showing a state in which the waterproof sheet according to the present invention is applied to an outer wall surface of an underground structure. FIG. 4A is a cross-sectional view showing a state where a waterproof sheet is attached to a temporary formwork arranged in an excavated space, and FIG.
FIG. 4 is a cross-sectional view showing a state where concrete is poured between the temporary formwork and the formwork. FIG. 5 is an enlarged cross-sectional view showing a state in which the waterproof sheet according to the present invention is applied to a temporary formwork of an outer wall of an underground structure. [Description of Signs] 2 Sheet base material 3 Fiber aggregate 4 Water-absorbing swelling layer 5 Coating

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04D 5/10 E04D 5/10 F // B32B 9/00 B32B 9/00 A Fターム(参考) 2D047 AA02 2E001 DA01 FA24 GA24 HD12 HD13 HE01 HE03 HF01 4F100 AR00A AR00C AR00D BA04 BA07 BA10A BA10D DG06B GB07 GB90 JB08D JB10C JD05 JD05A JD15C JK17AContinued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (reference) E04D 5/10 E04D 5/10 F // B32B 9/00 B32B 9/00 A F term (reference) 2D047 AA02 2E001 DA01 FA24 GA24 HD12 HD13 HE01 HE03 HF01 4F100 AR00A AR00C AR00D BA04 BA07 BA10A BA10D DG06B GB07 GB90 JB08D JB10C JD05 JD05A JD15C JK17A

Claims (1)

【特許請求の範囲】 【請求項1】 防水性及び可撓性を有するシート基材の
裏面に繊維集合体を固着し、該繊維集合体の裏面に吸水
膨潤層を形成し、該吸水膨潤層の裏面にアルカリ可溶性
の被覆体を設けたことを特徴とする自己修復性防水シー
ト。
Claims 1. A fibrous aggregate is fixed to the back surface of a waterproof and flexible sheet substrate, and a water-absorbing swelling layer is formed on the back surface of the fiber aggregate. A self-healing waterproof sheet, characterized in that an alkali-soluble coating is provided on the back surface of the waterproof sheet.
JP2001314654A 2001-10-12 2001-10-12 Self-repairable waterproof sheet Pending JP2003118023A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001314654A JP2003118023A (en) 2001-10-12 2001-10-12 Self-repairable waterproof sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001314654A JP2003118023A (en) 2001-10-12 2001-10-12 Self-repairable waterproof sheet

Publications (1)

Publication Number Publication Date
JP2003118023A true JP2003118023A (en) 2003-04-23

Family

ID=19132928

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001314654A Pending JP2003118023A (en) 2001-10-12 2001-10-12 Self-repairable waterproof sheet

Country Status (1)

Country Link
JP (1) JP2003118023A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037440A (en) * 2004-07-26 2006-02-09 Kunimine Industries Co Ltd Water cut-off material for underground structure outer wall
JP2010043496A (en) * 2008-08-18 2010-02-25 Seiren Co Ltd Thermal-insulating moisture-permeable waterproof sheet for construction
WO2012026532A1 (en) * 2010-08-25 2012-03-01 セーレン株式会社 Roof backing sheet and production method for same
JP2012505982A (en) * 2008-10-15 2012-03-08 シーカ・テクノロジー・アーゲー Watertight membrane
CN112064810A (en) * 2020-08-21 2020-12-11 兰宝 Self-joint-repairing water-removing type anti-seepage building outer wall

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037440A (en) * 2004-07-26 2006-02-09 Kunimine Industries Co Ltd Water cut-off material for underground structure outer wall
JP4551149B2 (en) * 2004-07-26 2010-09-22 クニミネ工業株式会社 Waterproof material for outer wall of underground structure
JP2010043496A (en) * 2008-08-18 2010-02-25 Seiren Co Ltd Thermal-insulating moisture-permeable waterproof sheet for construction
JP2012505982A (en) * 2008-10-15 2012-03-08 シーカ・テクノロジー・アーゲー Watertight membrane
US8793862B2 (en) 2008-10-15 2014-08-05 Sika Technology Ag Water-tight membrane
WO2012026532A1 (en) * 2010-08-25 2012-03-01 セーレン株式会社 Roof backing sheet and production method for same
CN112064810A (en) * 2020-08-21 2020-12-11 兰宝 Self-joint-repairing water-removing type anti-seepage building outer wall

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