JP3364846B2 - How to attach a waterproof sheet in underground structures - Google Patents
How to attach a waterproof sheet in underground structuresInfo
- Publication number
- JP3364846B2 JP3364846B2 JP19028594A JP19028594A JP3364846B2 JP 3364846 B2 JP3364846 B2 JP 3364846B2 JP 19028594 A JP19028594 A JP 19028594A JP 19028594 A JP19028594 A JP 19028594A JP 3364846 B2 JP3364846 B2 JP 3364846B2
- Authority
- JP
- Japan
- Prior art keywords
- bag member
- underground structure
- waterproof sheet
- drying adhesive
- sheet
- 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 - Fee Related
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Lining And Supports For Tunnels (AREA)
- Building Environments (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、地下鉄、地下道、沈埋
トンネル、共同溝、地下駐車場、地下室等の地下構造物
の表面に、地下水などの侵入を防止するための止水シー
トを取り付ける方法に関する。FIELD OF THE INVENTION The present invention relates to a method of attaching a waterproof sheet for preventing the entry of groundwater or the like on the surface of an underground structure such as a subway, an underpass, a submerged tunnel, a common ditch, an underground parking lot or a basement. Regarding
【0002】[0002]
【従来の技術】従来、地下構造物の表面に止水シートを
取り付けるには、接着剤を塗布し、その上に止水シート
を展設していた。2. Description of the Related Art Conventionally, in order to attach a waterproof sheet to the surface of an underground structure, an adhesive is applied and the waterproof sheet is laid on the adhesive.
【0003】[0003]
【発明が解決しようとする課題】上述の従来の方法で
は、接着剤の塗布作業や止水シートの展設作業が煩雑
で、手間がかかっていた。また、接着剤の硬化に時間が
かかり、その間作業を中断しなければならないなどの問
題があった。In the above-mentioned conventional method, the work of applying the adhesive and the work of laying out the waterproof sheet are complicated and time-consuming. Further, there is a problem in that it takes time to cure the adhesive and the work must be interrupted during that time.
【0004】本発明は、従来の方法が有する上記のよう
な問題点に鑑み、止水シートの貼着作業を、簡単かつ迅
速に行うことができるようにした地下構造物における止
水シートの取り付け方法を提供することを目的とする。In view of the above problems of the conventional method, the present invention is to attach a water blocking sheet to an underground structure that allows the work of attaching the water blocking sheet to be performed simply and quickly. The purpose is to provide a method.
【0005】[0005]
【課題を解決するための手段】本発明によると、上記課
題は、次のようにして解決される。
(1) 2剤混合式の速乾性接着剤を2液別々に隣接する
室内に収容した袋部材を、その一方の面に貼着した面フ
ァスナにより止水シートの結合層側に取り付け、前記袋
部材の他方の面に多数の内向きの鋭い突起を有する穴開
け板を当てた状態で、前記袋部材の穴開け板側を前記止
水シートごと地下構造物の面に押し当て、前記穴開け板
の突起により前記袋部材を破裂させて速乾性接着剤を混
合放出させる。According to the present invention, the above problems can be solved as follows. (1) A bag member in which two liquid mixing type quick-drying adhesives are separately housed in adjacent chambers is attached to the bonding layer side of the waterproof sheet by a surface fastener attached to one surface of the bag member, With the perforated plate having a large number of inward sharp projections applied to the other surface of the member, the perforated plate side of the bag member is pressed against the surface of the underground structure together with the waterproof sheet, and the perforated plate is opened. The bag member is ruptured by the projection of the plate to mix and release the quick-drying adhesive.
【0006】(2) 上記(1)項において、2剤混合式の
速乾性接着剤を収容する袋部材に当てる穴開け板に、多
数の穴を設ける。(2) In the above item (1), a large number of holes are provided in a perforated plate which is applied to the bag member containing the two-component mixed quick-drying adhesive.
【0007】(3) 上記(1)または(2)項において、2
剤混合式の速乾性接着剤を収容する袋部材に当てる穴開
け板を、予め前記袋部材に取り付ける。(3) In the above item (1) or (2), 2
A perforated plate to be applied to the bag member containing the agent-mixing type quick-drying adhesive is previously attached to the bag member.
【0008】(4) 上記(1)〜(3)項のいずれかにおい
て、2剤混合式の速乾性接着剤を収容する袋部材を、伸
びのない薄手の合成樹脂フィルムで作る。(4) In any one of the above items (1) to (3), the bag member containing the two-component mixed quick-drying adhesive is made of a thin synthetic resin film that does not stretch.
【0009】(5) 上記(1)〜(4)項のいずれかにおい
て、止水シートの緩衝材の結合層を不織布または織布と
する。(5) In any one of the above items (1) to (4), the binding layer of the cushioning material of the waterproof sheet is a non-woven fabric or a woven fabric.
【0010】(6) 上記(1)〜(5)項のいずれかにおい
て、2剤混合式の速乾性接着剤を、硬質発泡性の原料ウ
レタンと発泡硬化剤とする。(6) In any one of the above items (1) to (5), a two-component mixed quick-drying adhesive is used as a hard foaming raw material urethane and a foaming curing agent.
【0011】[0011]
【作用】本発明によれば、止水シートを地下構造物のコ
ンクリート面に押し当てた際に、袋部材が破れて2剤混
合式速乾性接着剤が混合して拡散し、コンクリート面と
止水シートとは、直ちに接着される。According to the present invention, when the waterproof sheet is pressed against the concrete surface of the underground structure, the bag member is broken and the two-component mixing type quick-drying adhesive mixes and diffuses to stop the concrete surface. The water sheet is immediately bonded.
【0012】[0012]
【実施例】図1〜図3は、本発明の方法に用いる袋部材
の一例を示す。この袋部材(1)は、伸びのない薄手の合
成樹脂フィルム、たとえばビニールフィルム(2)からな
り、同心円状の室(3)(4)を形成している。室(3)(4)
には、2剤混合式速乾性接着剤の主剤と硬化剤とを別々
に収容してある。2剤混合式速乾性接着剤としては、主
剤として硬質発泡性ウレタン原料、硬化剤として発泡硬
化剤があげられる。しかし、これに限らず、他のものも
使用できることはもちろんである。符号(2b)は、合成樹
脂フィルム(2)を溶着した部分を示す。1 to 3 show an example of a bag member used in the method of the present invention. The bag member (1) is made of a thin synthetic resin film that does not stretch, for example, a vinyl film (2), and forms concentric chambers (3) and (4). Chamber (3) (4)
Contains a main agent and a curing agent of a two-component mixed quick-drying adhesive separately. Examples of the two-component mixed type quick-drying adhesive include a hard foaming urethane raw material as a main component and a foaming curing agent as a curing agent. However, it goes without saying that not only this but also other ones can be used. Reference numeral (2b) indicates a portion where the synthetic resin film (2) is welded.
【0013】袋部材(1)の一方の面には、公知の面ファ
スナ(5)が貼着されている。面ファスナ(5)には、外面
に有頭状の多数の突起(5a)が突出されており、この有頭
状の突起(2a)が、後述する止水シートの緩衝材に圧着さ
れることにより結合される。A known surface fastener (5) is attached to one surface of the bag member (1). A large number of headed projections (5a) are projected on the outer surface of the surface fastener (5), and these headed projections (2a) should be crimped to the cushioning material of the waterproof sheet described later. Are combined by.
【0014】面ファスナ(5)側とは反対側、すなわち袋
部材(1)の他方の面に当接できるように、穴開け板(6)
が設けられている。この穴開け板(6)は、袋部材(1)の
面と実質的に同じ広さの金属製または合成樹脂製の板で
あって、その全面に、鋭い突起(6a)と小孔(6b)とが分布
されている。図示のように、鋭い突起(6a)は、袋部材
(1)の面と向かい合う面に形成されている。図示の例で
は、穴開け板(6)は袋部材(1)の溶着部分(2b)に取り付
けられてるが、場合によっては、この穴開け板(6)を袋
部材(1)と別体とすることもある。いずれにしても、穴
開け板(6)を袋部材(1)のこの面に押し当てた時、多数
の鋭い突起(6a)によって、フィルム(2)が穴を開けら
れ、このようにして開けられた多数の穴から速乾性接着
剤の2剤が押し出され、小孔(6b)から外に出て、この間
に互いに混合させられる。A perforated plate (6) is provided so that it can abut against the surface fastener (5) side, that is, the other surface of the bag member (1).
Is provided. This perforated plate (6) is a plate made of metal or synthetic resin having substantially the same size as the surface of the bag member (1), and has sharp projections (6a) and small holes (6b) on its entire surface. ) And are distributed. As shown, the sharp protrusion (6a) is
It is formed on the surface facing the surface of (1). In the illustrated example, the perforated plate (6) is attached to the welded portion (2b) of the bag member (1), but in some cases, the perforated plate (6) is separated from the bag member (1). There are also things to do. In any case, when the perforated plate (6) is pressed against this surface of the bag member (1), the film (2) is perforated by a large number of sharp projections (6a), and thus the film (2) is perforated. Two of the quick-drying adhesives are extruded through a large number of the holes formed, go out through the small holes (6b), and are mixed with each other in the meantime.
【0015】図4は、袋部材(1)の変形例を示す。長方
形をなすこの変形例では、室(3)と室(4)とが、コ字状
または櫛の歯状に形成され、互いにかみ合った形に配列
されている。このような形状とすると、押し出された2
剤の混合が、より均質に行われるという利点が得られ
る。FIG. 4 shows a modification of the bag member (1). In this rectangular variant, the chambers (3) and (4) are formed in a U-shape or comb-teeth shape and arranged in a meshed manner. With such a shape, the extruded 2
The advantage is obtained that the mixing of the agents takes place more homogeneously.
【0016】このような袋部材(1)を用いる本発明の方
法の第1の実施要領を、図5および図6基づいて詳述す
る。この例は、本発明の方法を共同溝等の地下構造物(1
0)の外壁(10a)に止水シートを取付ける場合のものであ
る。The first embodiment of the method of the present invention using such a bag member (1) will be described in detail with reference to FIGS. 5 and 6. In this example, the method of the present invention is applied to an underground structure (1
This is for attaching the water blocking sheet to the outer wall (10a) of (0).
【0017】本発明の方法に用いられる止水シート(11)
は、図6に示すように、上述の面ファスナ(5)の有頭状
の突起(5a)と絡み合う不織布または織布からなる結合層
(12)と、平シート状の基片(13a)の外面に多数の截頭円
錐形の突部(13b)を形成した非透水性の合成樹脂製シー
ト(13)と、合成樹脂製のネット材(14)と、不織布とした
緩衝層(15)とを、層状に重合したものとしてある。Water-stop sheet (11) used in the method of the present invention
As shown in FIG. 6, a bonding layer made of a non-woven fabric or a woven fabric that is entangled with the head-like protrusions (5a) of the above-mentioned fastener (5).
(12), a non-water-permeable synthetic resin sheet (13) in which a large number of frustoconical projections (13b) are formed on the outer surface of a flat sheet-shaped base piece (13a), and a synthetic resin net. The material (14) and the buffer layer (15) made of a non-woven fabric are layered and polymerized.
【0018】図6に示すように、まずこの止水シート(1
1)の適宜の箇所に、袋部材(1)を分散して取り付ける。
すなわち、袋部材(1)の面ファスナ(5)を、止水シート
(11)の結合層(12)に押し当てる。すると、面ファスナ
(5)の有頭状の突起(5a)が、止水シートの結合層(12)に
絡み合って、袋部材(1)が止水シート(11)に取り付けら
れる。As shown in FIG. 6, first, the water blocking sheet (1
The bag member (1) is dispersed and attached to the appropriate place of 1).
That is, the surface fastener (5) of the bag member (1) is used as a waterproof sheet.
Press on the bonding layer (12) of (11). Then, the surface fastener
The headed projection (5a) of (5) is entwined with the bonding layer (12) of the water blocking sheet, and the bag member (1) is attached to the water blocking sheet (11).
【0019】ついで、このように袋部材(1)を分散して
取り付けた止水シート(11)を、図5に示すように、地下
構造物(10)の外壁(10a)の上に、袋部材(1)がこの外壁
(10a)に面するようにして展開する。図6は、この状態
の袋部材(1)付近の拡大断面を示す。展開後、袋部材
(1)のある箇所に、白抜き矢印で示すように外部から強
圧を加えると、穴開け板(6)の多数の鋭い突起(6a)がフ
ィルム(2)を破裂させ、内部の速乾性接着剤の2剤が押
し出されて、互いに混合しながら、多数の小孔(6b)から
出て、外壁(10a)のコンクリート面に広がり、袋部材
(1)の周囲において、止水シート(11)の不織布または織
布からなる結合層(12)にしみこみ、止水シート(11)と地
下構造物(10)の外壁(10a)とを接着する。接着剤を、硬
質発泡性ウレタン原料と発泡硬化剤とすれば、この混合
から発泡して硬化するまでの時間は、おおよそ7−8秒
間である。このようにして取り付けた止水シート(11)の
上に、図5に示すように土砂(16)を埋め戻すと、工事は
完了する。Then, the waterproof sheet (11) having the bag member (1) dispersed and attached in this manner is placed on the outer wall (10a) of the underground structure (10) as shown in FIG. Member (1) is this outer wall
Unfold it so that it faces (10a). FIG. 6 shows an enlarged cross section near the bag member (1) in this state. Bag member after deployment
When a strong pressure is applied from the outside to a certain part of (1) as shown by the white arrow, a large number of sharp projections (6a) of the perforated plate (6) rupture the film (2), resulting in a quick-drying adhesive inside. The two agents of the agent are extruded and mixed with each other, and out of the large number of small holes (6b) and spread on the concrete surface of the outer wall (10a) to form a bag member.
Around the periphery of (1), the water-blocking sheet (11) is impregnated with a bonding layer (12) made of a non-woven fabric or a woven fabric, and the water-blocking sheet (11) and the outer wall (10a) of the underground structure (10) are bonded. . If the adhesive is a hard foaming urethane raw material and a foaming curing agent, the time from this mixing to foaming and curing is about 7-8 seconds. The construction is completed by backfilling the earth and sand (16) on the water blocking sheet (11) thus attached as shown in FIG.
【0020】図7は、NATMトンネルに本発明の方法
を適用した例を示す。この場合には、トンネル内部に施
した1次コンクリート層(10')に、内部から止水シート
(11)を取り付ける。すなわち、前述と全く同様に袋部材
(1)を取り付けた止水シート(11)を、トンネル内部から
1次コンクリート層(10')に押し当て、袋部材(1)のあ
る箇所を白抜き矢印で示すように強圧を加える。する
と、袋部材(1)が破れて、速乾性接着剤の2剤が出てき
て互いに混合し、止水シート(11)は1次コンクリート層
(10')に直ちに接着される。この後、図示はしていない
が、止水シート(11)の内側に2次コンクリート層を打設
すれば、トンネルが完成する。FIG. 7 shows an example in which the method of the present invention is applied to a NATM tunnel. In this case, in the primary concrete layer (10 ') applied to the inside of the tunnel, the waterproof sheet from the inside
Install (11). That is, the bag member is exactly the same as described above.
The water blocking sheet (11) with the (1) attached is pressed against the primary concrete layer (10 ') from inside the tunnel, and a strong pressure is applied to a portion of the bag member (1) as indicated by an outlined arrow. Then, the bag member (1) is ruptured and two quick-drying adhesives come out and mix with each other, and the waterproof sheet (11) becomes the primary concrete layer.
Immediately glued to (10 '). After that, although not shown, a tunnel is completed by placing a secondary concrete layer inside the water blocking sheet (11).
【0021】[0021]
【発明の効果】袋部材を取り付けた止水シートを、袋部
材のある箇所の上から強圧するだけで、止水シートを簡
単迅速に地下構造物の面に取り付けることができる。EFFECTS OF THE INVENTION The water blocking sheet to which the bag member is attached can be attached to the surface of the underground structure simply and quickly by simply pressing the water blocking sheet from above the portion where the bag member is present.
【0022】請求項2記載の発明のように、2剤混合式
の速乾性接着剤を収容する袋部材に当てる穴開け板に、
多数の穴を設けておくと、接着剤が地下構造物の面に拡
散するのに有利であるばかりでなく、2剤の混合の機会
を増大させることができる。According to a second aspect of the present invention, a perforated plate to be applied to a bag member containing a two-component mixed quick-drying adhesive,
Providing a large number of holes is not only advantageous for the adhesive to diffuse to the surface of the underground structure, but also increases the chance of mixing the two agents.
【0023】請求項3記載の発明のように、2剤混合式
の速乾性接着剤を収容する袋部材に当てる穴開け板を、
予め前記袋部材に取り付けておくと、止水シートへの袋
部材の取り付けだけですむので、手間がかからず有利で
ある。According to a third aspect of the present invention, there is provided a perforated plate which is applied to the bag member containing the two-component mixed quick-drying adhesive,
If the bag member is attached to the bag member in advance, only the bag member needs to be attached to the water blocking sheet, which is advantageous because it does not require time and effort.
【0024】請求項4記載の発明のように、2剤混合式
の速乾性接着剤を収容する袋部材を、伸びのない薄手の
合成樹脂フィルムで作ると、穴開け板によるフィルムの
穴開けが容易であり有利である。When the bag member containing the two-component mixed type quick-drying adhesive is made of a thin synthetic resin film that does not stretch, as in the invention described in claim 4, the punching of the film by the punching plate is performed. Easy and advantageous.
【0025】請求項5記載の発明のように、止水シート
の結合層を不織布または織布とすると、面ファスナの有
頭状の突起とのからみが良好で、袋部材を具合良く止水
シートに取り付けることができる。When the bonding layer of the water blocking sheet is a non-woven fabric or a woven fabric as in the fifth aspect of the invention, the entanglement with the headed protrusion of the hook and loop fastener is good, and the bag member is in good condition. Can be attached to.
【0026】請求項6記載の発明のように、2剤混合式
の速乾性接着剤を、硬質発泡性の原料ウレタンと発泡硬
化剤とすると、接着剤が発泡することにより、細部にま
で行きわたり、接着力が増すとともに、短時間で止水シ
ートを地下構造物に接着することができる。[0026] When the two-component mixed quick-drying adhesive is a hard foaming raw material urethane and a foaming curing agent as in the sixth aspect of the invention, the adhesive foams, and the details spread throughout the details. As the adhesive strength increases, the waterproof sheet can be bonded to the underground structure in a short time.
【図1】本発明の方法に用いる袋部材の一例の縦断側面
図である。FIG. 1 is a vertical sectional side view of an example of a bag member used in a method of the present invention.
【図2】図1に示した袋部材の正面図である。FIG. 2 is a front view of the bag member shown in FIG.
【図3】図1に示した袋部材の平面図である。FIG. 3 is a plan view of the bag member shown in FIG.
【図4】袋部材の変形例の平面図である。FIG. 4 is a plan view of a modified example of the bag member.
【図5】本発明の方法を地下構造物の外壁に適用した例
の概念的な斜視図である。FIG. 5 is a conceptual perspective view of an example in which the method of the present invention is applied to the outer wall of an underground structure.
【図6】図5に示した例の袋部材付近を拡大して示す断
面図である。6 is a cross-sectional view showing the vicinity of the bag member of the example shown in FIG. 5 in an enlarged manner.
【図7】本発明の方法をNATMトンネル工法に適用し
た例の概念的な断面図である。FIG. 7 is a conceptual sectional view of an example in which the method of the present invention is applied to a NATM tunnel method.
(1) 袋部材 (2) ビニールフィルム (2a) 突起 (2b) 溶着部分 (3)(4) 室 (5) 面ファスナ (6) 穴開け板 (6a) 鋭い突起 (6b) 小孔 (10) 地下構造物 (10a) 外壁 (10') NATMトンネルの1次コンクリート層 (11) 止水シート (12) 結合層 (13) 非透水性の合成樹脂製シート (13a) 平シート状の基片 (13b) 截頭円錐形の突部 (14) ネット材 (15) 緩衝層 (16) 土砂 (1) Bag material (2) Vinyl film (2a) Protrusion (2b) Welded part (3) (4) Room (5) Face fastener (6) Punching plate (6a) Sharp protrusion (6b) Small hole (10) Underground structure (10a) Outer wall (10 ') Primary concrete layer of NATM tunnel (11) Water stop sheet (12) Coupling layer (13) Non-permeable synthetic resin sheet (13a) Flat sheet-shaped base piece (13b) Conical protrusion (14) Net material (15) Buffer layer (16) Sediment
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E21D 11/38 E02D 31/02 E04B 1/66 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E21D 11/38 E02D 31/02 E04B 1/66
Claims (6)
隣接する室内に収容した袋部材を、その一方の面に貼着
した面ファスナにより止水シートの結合層側に取り付
け、前記袋部材の他方の面に多数の内向きの鋭い突起を
有する穴開け板を当てた状態で、前記袋部材の穴開け板
側を前記止水シートごと地下構造物の面に押し当て、前
記穴開け板の突起により前記袋部材を破裂させて速乾性
接着剤を混合放出させることを特徴とする地下構造物に
おける止水シートの取り付け方法。1. A bag member in which two liquids containing a two-component mixed quick-drying adhesive are separately housed in adjacent chambers is attached to a bonding layer side of a water blocking sheet by a surface fastener attached to one surface thereof. In a state where a punching plate having a large number of inward sharp projections is applied to the other surface of the bag member, the punching plate side of the bag member is pressed against the surface of the underground structure together with the waterproof sheet, A method of attaching a waterproof sheet in an underground structure, characterized in that the bag member is ruptured by the projection of the perforated plate to mix and release the quick-drying adhesive.
部材に当てる穴開け板に、多数の穴を設けた請求項1記
載の地下構造物における止水シートの取り付け方法。2. The method for mounting a water blocking sheet in an underground structure according to claim 1, wherein a large number of holes are provided in the perforated plate which is to be applied to the bag member containing the two-component mixed quick-drying adhesive.
部材に当てる穴開け板を、予め前記袋部材に取り付けた
請求項1または2に記載の地下構造物における止水シー
トの取り付け方法。3. An attachment of a water blocking sheet in an underground structure according to claim 1, wherein a perforated plate to be applied to the bag member containing the two-component mixed quick-drying adhesive is attached to the bag member in advance. Method.
部材を、伸びのない薄手の合成樹脂フィルムで作った請
求項1〜3のいずれかに記載の地下構造物における止水
シートの取り付け方法。4. A waterproof sheet for an underground structure according to claim 1, wherein the bag member containing the two-component mixed quick-drying adhesive is made of a thin synthetic resin film that does not stretch. How to install.
とした請求項1〜4のいずれかに記載の地下構造物にお
ける止水シートの取り付け方法。5. The method for attaching a waterproof sheet in an underground structure according to claim 1, wherein the bonding layer of the waterproof sheet is a non-woven fabric or a woven fabric.
性の原料ウレタンと発泡硬化剤とした請求項1〜5のい
ずれかに記載の地下構造物における止水シートの取り付
け方法。6. The method for mounting a water blocking sheet in an underground structure according to claim 1, wherein the two-component mixed quick-drying adhesive is a hard foaming raw material urethane and a foaming curing agent.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19028594A JP3364846B2 (en) | 1994-08-12 | 1994-08-12 | How to attach a waterproof sheet in underground structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19028594A JP3364846B2 (en) | 1994-08-12 | 1994-08-12 | How to attach a waterproof sheet in underground structures |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0853998A JPH0853998A (en) | 1996-02-27 |
JP3364846B2 true JP3364846B2 (en) | 2003-01-08 |
Family
ID=16255634
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19028594A Expired - Fee Related JP3364846B2 (en) | 1994-08-12 | 1994-08-12 | How to attach a waterproof sheet in underground structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3364846B2 (en) |
-
1994
- 1994-08-12 JP JP19028594A patent/JP3364846B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0853998A (en) | 1996-02-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
FI88064B (en) | FRAMEWORK OF TAX REQUIREMENTS FOR FRAMEWORK | |
JP2003531981A (en) | Fastening with wide fastening membrane | |
JP3364846B2 (en) | How to attach a waterproof sheet in underground structures | |
CA2136210C (en) | Carpet construction | |
JP4673012B2 (en) | Waterproof construction sheet and waterproof construction method | |
SK385392A3 (en) | Sealing mat from clay impermeable water and oil | |
JP4666711B2 (en) | Backfilling member installed under pressure receiving plate for stabilizing slope and backfilling method using this backfilling member | |
JP3312069B2 (en) | Waterproofing method for underground structures | |
KR20040067816A (en) | Sheet-shaped structure for waterproof construction and waterproof construction method | |
JP3724866B2 (en) | Building construction materials and water leakage prevention methods | |
JP2021188291A (en) | Rainwater storage facility and construction method of rainwater storage facility | |
JP3359834B2 (en) | Construction method of forming material such as waterproof layer on the ground | |
JPH08120702A (en) | Drainage device for basement external wall and its construction method | |
JPH077297Y2 (en) | Joint material for joint finishing | |
JP2516710Y2 (en) | Mounting structure of water-permeable mat on retaining wall | |
JPH03107099A (en) | Waterproof sheet and concrete executing method using it for underground structure | |
JP3983618B2 (en) | Underfloor construction method | |
JPH0732000U (en) | Mounting structure for waterproof sheets, etc. in underground structures | |
JPH0711150Y2 (en) | Joint material for joint finishing | |
JPH0686730B2 (en) | Method of constructing steep slope embankment slope and wall structure | |
JPH0540400U (en) | A waterproof sheet suitable for insulation material construction | |
JP2831584B2 (en) | Coloring method for cement-based hardener | |
JPH07119130A (en) | Water cut-off material | |
JPS59170329A (en) | Construction of underground depository | |
JPS6018800B2 (en) | How to install tunnel water stop sheet |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |