JP2700478B2 - Water stop plate - Google Patents
Water stop plateInfo
- Publication number
- JP2700478B2 JP2700478B2 JP63253910A JP25391088A JP2700478B2 JP 2700478 B2 JP2700478 B2 JP 2700478B2 JP 63253910 A JP63253910 A JP 63253910A JP 25391088 A JP25391088 A JP 25391088A JP 2700478 B2 JP2700478 B2 JP 2700478B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- plate
- concrete
- water stop
- stop plate
- 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
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Description
【発明の詳細な説明】 産業上の利用分野 本発明は、ビルの地下部分,地下鉄のホーム,地下駐
車場等の建築物基礎のコンクリート打継目の止水に使用
される止水板に関するものである。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water stop plate used for stopping water at a concrete joint of a building foundation such as an underground part of a building, a subway platform, an underground parking lot, and the like. is there.
従来技術 従来、上記コンクリート打継目に一般に使用される止
水板は単に塩化ビニル樹脂,加硫ゴムまたは非加硫ゴム
からなる止水板であり、第6図に図示するように用いら
れている。2. Description of the Related Art Conventionally, a waterproof plate generally used at the joint of concrete is simply a waterproof plate made of vinyl chloride resin, vulcanized rubber or non-vulcanized rubber, and is used as shown in FIG. .
上下のコンクリート01,02の間にコンクリート打継目0
3が存し、両コンクリート01,02内に鉄筋04が埋設されて
いる。Concrete joint 0 between upper and lower concrete 01,02
There are 3 steel bars, and reinforcing steel 04 is buried in both concrete 01 and 02.
コンクリート01,02内部2において、打継目03を左右
に分断する形で塩化ビニル樹脂からなる止水板05が埋設
されている。In the interior 2 of the concrete 01, 02, a waterproof plate 05 made of a vinyl chloride resin is embedded so as to divide the joint seam 03 left and right.
コンクリート外表面から打継目03に浸入した水はかか
る止水板05に遮ぎられてコンクリート内側へ漏れるのを
防止している。The water that has entered the joint 03 from the outer surface of the concrete is blocked by the waterproof plate 05 to prevent the water from leaking into the inside of the concrete.
その他拘束板に粘着ゴムを貼り合わせた構造の止水板
も存在するが、その例を第7図に図示する。In addition, there is a water stop plate having a structure in which an adhesive rubber is bonded to a restraining plate, and an example thereof is shown in FIG.
本止水板010は、帯状の拘束板011の中央表面にやはり
帯状の粘着ゴム013が接着されており、拘束板011におけ
る粘着ゴム013の接着されていない左右側部表面には断
面が逆台形状の突状をなすアンカー012が形成されてい
る。The water-stop plate 010 has a band-shaped adhesive rubber 013 adhered to the center surface of the band-shaped restraint plate 011, and the cross section is inverted on the left and right side surfaces of the restraint plate 011 where the adhesive rubber 013 is not adhered. An anchor 012 having a projecting shape is formed.
この止水板010はまず地下壁または型枠等に直接釘等
により固定され、次いでコンクリートを打設した処でコ
ンクリート打継目が粘着ゴム013に沿うようにする。The water stop plate 010 is first fixed directly to an underground wall or a formwork with a nail or the like, and then the concrete joint is made along the adhesive rubber 013 at a place where concrete is cast.
止水板010はアンカー012によりコンクリートに固定さ
れ、コンクリート打継目は粘着ゴム013によって塞閉さ
れるので、コンクリート打継目への水の浸入を防止でき
るものである。The water stop plate 010 is fixed to the concrete by the anchor 012, and the concrete joint is closed by the adhesive rubber 013, so that water can be prevented from entering the concrete joint.
解決しようとする課題 しかし第6図図示の例の場合、コンクリート壁中の鉄
筋が密集している箇所では、止水板05の埋設や固定が容
易ではなく、特に止水板どうしの接合は極めて困難であ
る。However, in the case of the example shown in FIG. 6, it is not easy to embed and fix the water stop plate 05 in a place where the reinforcing bars are densely packed in the concrete wall, and particularly, the connection between the water stop plates is extremely difficult. Have difficulty.
コンクリート壁の中央部に止水板05が完全に埋設され
た場合でも、鉄筋04とコンクリート01,02との界面に水
が浸入し、鉄筋04をつたわって水がコンクリートの内側
に漏水するおそれがあり、完全な止水は困難である。Even if the waterproof plate 05 is completely buried in the center of the concrete wall, water may enter the interface between the reinforcing bar 04 and the concrete 01, 02, and water may leak through the reinforcing bar 04 to the inside of the concrete. Yes, it is difficult to completely stop water.
また鉄筋の腐食も容易に起り易い。 Corrosion of the rebar is also easy to occur.
次に第7図図示の止水板の場合は、止水板010どうし
を接続するときに問題が生じる。Next, in the case of the water stop plate shown in FIG. 7, a problem occurs when the water stop plates 010 are connected to each other.
例えば止水板010どうしを十字形に接続するのに最も
簡単な方法は第8図に図示するように交差箇所を重ね合
わせるようにする方法である。For example, the easiest way to connect the water stop plates 010 in a cross shape is to overlap the intersections as shown in FIG.
しかしこのように重ね合わせ接続をすると、第8図に
おいて一方の止水板010aを他方の止水板010bが跨ぐ場
合、一方の止水板010aの粘着ゴム013a表面と他方の止水
板010bの拘束板011bの裏面との間に隙間dが生じ、水の
浸入路を形成してしまう。However, when the overlapping connection is performed in this manner, in FIG. 8, when one water blocking plate 010a is straddled by the other water blocking plate 010b, the surface of the adhesive rubber 013a of the one water blocking plate 010a and the other water blocking plate 010b are connected. A gap d is generated between the rear surface of the restraint plate 011b and the water, and a water inflow path is formed.
この隙間dは、一方の止水板010aの粘着ゴム013aより
厚い一対のアンカー012a間に他方の止水板010bの拘束板
011bが架設される形となるため、必ず生ずる隙間であ
り、これを塞ぐのは面倒である。This gap d is formed between a pair of anchors 012a thicker than the adhesive rubber 013a of one water stop plate 010a and the restraint plate of the other water stop plate 010b.
Since this is a form in which 011b is erected, it is a gap that always occurs, and it is troublesome to close this gap.
したがって止水板どうしを十字に接続する場合は、第
9図に図示するように一方の拘束板011bの下方となる他
方のアンカー012a部分を切り取るようにして前記間隙d
が生じないようにしていた。Therefore, when connecting the water stop plates in a cross, as shown in FIG. 9, the other anchor 012a below one of the restraint plates 011b is cut off so as to cut off the gap d.
Did not occur.
しかし現場において寸法を合わせて所定アンカー部分
を切り取る工数が余分にかかり作業性が良くなかった。However, the man-hour required to cut out the predetermined anchor portion in accordance with the dimensions at the site is extra, and the workability is not good.
また地下壁の角では第10図に図示するように止水板01
0のアンカー012に切れ目cを入れなければ壁面に密着さ
せることができない。At the corner of the basement wall, as shown in FIG.
Unless a cut c is made in the 0 anchor 012, it cannot be brought into close contact with the wall surface.
かかる事態は角部ばかりでなく壁面が曲率を有する場
合も同様であり、作業性が良くなかった。Such a situation is the same when not only the corner but also the wall has a curvature, and the workability is not good.
なお水膨潤性組成物で成形し、その内部に透孔を有す
る金属板を芯材として埋設した止水板の例(特開昭59−
22810号公報)があるが、地山やコンクリート表面に予
め固定することが困難である。An example of a water-blocking plate molded from a water-swellable composition and embedded with a metal plate having a hole therein as a core material (Japanese Patent Laid-Open No.
No. 22810), but it is difficult to fix it to the ground or concrete surface in advance.
すなわち接着剤を使用することになるが、表面が濡れ
ていたり、凹凸があると接着剤が有効に作用しない等作
業性が良くない。That is, an adhesive is used. However, if the surface is wet or if there are irregularities, the workability is poor such that the adhesive does not work effectively.
課題を解決するための手段および作用 本発明はかかる点に鑑みなされたもので、その目的と
する処は、コンクリート打継目への水の浸入を完全に防
止し、作業性に優れた止水板を供する点にある。Means for Solving the Problems and Action The present invention has been made in view of the above points, and an object thereof is to completely prevent water from infiltrating into a concrete joint, and to provide a water stopping plate excellent in workability. The point is to provide.
すなわち本発明は、剛性を有する平板状拘束板の一面
の両側部を残して中央に、表面に粘着性を有する水膨張
性非加硫ゴムからなる平板状止水板本体を重ね合わせ積
層構造とし、前記平板状拘束板の両側部を釘打ちして予
め固定することができる止水板である。That is, the present invention has a laminated structure in which a flat water blocking plate main body made of a water-swellable non-vulcanized rubber having an adhesive surface is laminated at the center while leaving both sides of one surface of a rigid flat plate restraining plate. And a water stop plate which can be fixed in advance by nailing both side portions of the flat restraint plate.
かかる止水板がコンクリートの外表面で打継目に付設
されることで、コンクリート打継目への水の浸入は防止
され、水が浸入しようとしたときは止水板本体たる水膨
張性非加硫ゴムが水を吸収して膨張し、浸入経路を完全
に遮断することができる。By attaching such a water stop plate to the joint at the outer surface of the concrete, water intrusion into the concrete joint is prevented, and when water tries to enter, the water-swelling non-vulcanizing material serving as the water stop plate body. The rubber absorbs water and swells to completely block the infiltration path.
また該止水板は水膨張性非加硫ゴムの粘着力およびそ
の膨張でコンクリートに密着するので別にアンカー部を
必要とせず、現場での作業性を向上させることができ
る。In addition, the water stoppage plate adheres to the concrete due to the adhesive strength of the water-swellable non-vulcanized rubber and its expansion, so that no separate anchor portion is required, and workability on site can be improved.
平板状拘束板の一面に両側部を残して水膨張性非加硫
ゴムからなる平板状止水板本体を重ね合わせた簡単な積
層構造体であり、平板状拘束板の両側部を釘打ちして予
め固定することができるので、地山やコンクリートの表
面が濡れていてもあるいは凹凸を有していても確実に固
定することができ作業性が良い 平板状拘束板の一面に止水板本体を重ねた積層構造な
ので、製造が簡単でコストの低減を図ることができる。It is a simple laminated structure in which the flat water-stop plate body made of water-swellable non-vulcanized rubber is overlapped on one side of the flat-plate restraint plate, leaving both sides to be nailed. Can be fixed in advance, so even if the ground or concrete surface is wet or has irregularities, it can be securely fixed and good workability. , The manufacturing is simple and the cost can be reduced.
実 施 例 以下第1図ないし第5図に図示した本発明に係る一実
施例について説明する。Embodiment An embodiment according to the present invention shown in FIGS. 1 to 5 will be described below.
本実施例に係る止水板1は厚さ1〜5mm,幅長100〜300
mの帯状拘束板2の上に、厚さ3〜5mm,幅長60〜280mmの
止水板本体3が貼着されて積層構造をなしたものであ
る。The waterproof plate 1 according to the present embodiment has a thickness of 1 to 5 mm and a width of 100 to 300.
A water blocking plate main body 3 having a thickness of 3 to 5 mm and a width of 60 to 280 mm is stuck on a band-shaped restraining plate 2 of m to form a laminated structure.
帯状拘束板2はポリエチレンからなるが、塩化ビニル
樹脂あるいは鉄板でもよい。The band-shaped restraining plate 2 is made of polyethylene, but may be a vinyl chloride resin or an iron plate.
止水板本体3は表面に粘着性を有する水膨張性非加硫
ゴムからなり、15〜200%の体積膨張率を有している。The water blocking plate main body 3 is made of a water-swellable non-vulcanized rubber having an adhesive surface, and has a volume expansion coefficient of 15 to 200%.
止水板本体3は帯状拘束板2にその両側部2′を残し
て中央に貼着されている。The water blocking plate main body 3 is attached to the center of the belt-shaped restraining plate 2 except for both side portions 2 '.
第2図に図示するように該止水板1の拘束板2側を地
山4の壁面上のコンクリート打継目となる所定位置に当
てがい、拘束板2の両側部2′に釘5を複数打ち込んで
止水板1を地山4に固定する。As shown in FIG. 2, the side of the restraint plate 2 of the water stop plate 1 is applied to a predetermined position on the wall surface of the ground 4 where the concrete is to be joined, and a plurality of nails 5 are attached to both side portions 2 ′ of the restraint plate 2. The water stop plate 1 is fixed to the ground 4 by driving.
そしてコンクリートを打設すると第3図に図示する止
水構造をなす。Then, when concrete is cast, a water stop structure shown in FIG. 3 is formed.
下方コンクリート10の打設後、上方コンクリート11が
打設され、両者間にコンクリート打継目12が形成されて
おり、同コンクリート打継目12を塞ぐように止水板1が
付設された形となる。After the lower concrete 10 is cast, the upper concrete 11 is cast, a concrete joint 12 is formed between the two, and the waterproof plate 1 is attached so as to close the concrete joint 12.
コンクリート打設後、止水板本体3は非加硫ゴムの粘
着力によりコンクリートに密着されるとともにコンクリ
ート内に含まれる水分を吸収して膨張し、この膨張圧に
よりコンクリート10,11に確固として固着される。After the concrete is poured, the water blocking plate body 3 adheres to the concrete due to the adhesive force of the non-vulcanized rubber, absorbs the moisture contained in the concrete, and expands, and is firmly fixed to the concrete 10, 11 by the expansion pressure. Is done.
したがってアンカー部を必要としない。 Therefore, no anchor part is required.
このように建築物のコンクリート最外部において止水
板1が水の浸入を防止しているので、コンクリート打継
目12に水が浸入して鉄筋に至り、腐食させるようなこと
はない。As described above, since the water blocking plate 1 prevents water from entering the outermost portion of the concrete of the building, water does not enter the concrete joint 12 and reaches the reinforcing steel bar, thereby preventing corrosion.
地山4からの湧水が止水板本体3に至ると、さらに膨
張圧を増してコンクリートとの密着度を高め、またその
時拘束板2は止水板本体3の膨張により発生した圧力を
受けとめ、コンクリート面に止水板1が密着するのを補
助し、水の浸入経路を完全に遮断してコンクリート打継
目12への浸入を完全に防止することができる。When the spring water from the ground 4 reaches the water stop plate main body 3, the expansion pressure is further increased to increase the degree of adhesion with concrete, and at that time, the restraint plate 2 receives the pressure generated by the expansion of the water stop plate main body 3. In addition, the water stop plate 1 is assisted in close contact with the concrete surface, and the water intrusion path can be completely blocked to completely prevent the water from entering the concrete joint 12.
止水板1どうしの接続は第4図に図示するように端部
どうしを突き合わせて地下壁に固定したのち止水板本体
3どうしの継目にやはり水膨張性非加硫ゴムからなる継
板20を貼着しておけばよく作業も簡単である。As shown in FIG. 4, the water blocking plates 1 are connected to each other by fixing their ends to each other to the underground wall as shown in FIG. The work is easy if it is attached.
帯状拘束板2どうしの継目から水が浸入したとして
も、両止水板本体3が膨張して止水板本体3どうしの継
目を密着し、さらにその継目に水が浸入したとしても継
板20が膨張して、水の浸入は完全に遮断される。Even if water infiltrates from the seam between the band-shaped restraint plates 2, even if water enters the seam between the water stop plate bodies 3 due to the expansion of the two water stop plate main bodies 3, and even if water invades into the seam, the seam plate 20 still remains. Expands and water intrusion is completely shut off.
また止水板どうしが十字状またはT字状に接続される
場合は、第5図に図示するように交差部分で一方の止水
板1aの上に他方の止水板1bをそのまま重ねるようにし、
さらにその上に止水板1bを跨ぐようにして水膨張性非加
硫ゴムからなる平板30を重ね接続する。In the case where the water stop plates are connected in a cross or T shape, as shown in FIG. 5, the other water stop plate 1b should be superimposed on one water stop plate 1a at the intersection. ,
Further, a flat plate 30 made of water-swellable non-vulcanized rubber is overlapped and connected so as to straddle the water blocking plate 1b.
平板30は、中央部が一方の止水板本体3bに粘着され、
両端が他方に止水板本体3aに粘着されて3者が略一体に
構成される。The flat plate 30 has a central portion adhered to one of the water stop plate main bodies 3b,
Both ends are adhered to the water stop plate main body 3a on the other side, and the three members are substantially integrally formed.
本止水板はアンカー部を有しないので、一方の止水板
本体3aと他方の拘束板2bとは密接して隙間を生じず、か
つ止水板1b側の拘束板2bの表面に沿って浸入するおそれ
のある水は平板30によって遮ぎられ、止水板本体3a,3b,
平板30の膨張により完全に止水することができる。Since this water stop plate does not have an anchor portion, one water stop plate main body 3a and the other restraint plate 2b are in close contact with each other and do not form a gap, and along the surface of the water stop plate 1b-side restraint plate 2b. Water that might enter is blocked by the flat plate 30, and the water stop plate main bodies 3a, 3b,
Water can be completely stopped by the expansion of the flat plate 30.
施工法も一方の止水板1aに他方の止水板1bを単に重ね
て接続し、平板30を貼着するだけの簡単な作業ですむの
で、作業性に優れている。The work method is also excellent in workability because it is a simple operation of simply connecting the one water stop plate 1a to the other water stop plate 1a, connecting the water stop plate 1b, and attaching the flat plate 30.
さらに本実施例は従来の止水板010のようにアンカー0
12を有しないので、壁面が折曲していたり、弯曲してい
ても壁面に追従して変形し容易に取付けができ施工が極
めて簡単である。Further, in the present embodiment, the anchor 0
Since it does not have 12, even if the wall surface is bent or curved, it is deformed following the wall surface and can be easily attached, and the construction is extremely simple.
本実施例では地山4に直接止水板1を釘で打ちつけ固
定していたが、型枠に止水板1を固定することも当然可
能であり、各種建築構造物の各種形状に合わせて自由に
取付け施工可能である。In the present embodiment, the water stop plate 1 is directly nailed to the ground 4 and fixed. However, the water stop plate 1 can be fixed to the formwork, and it is possible to fix the water stop plate 1 to various shapes of various building structures. It can be freely attached and constructed.
発明の効果 本発明は、拘束板の上に水膨張性非加硫ゴムを重ねた
構造の止水板なので、かかる止水板をコンクリート打継
目を塞ぐように付着することで、水の浸入があったとき
は水膨張性非加硫ゴムが膨張し、この膨張圧で水の浸入
経路を完全に遮断することができる。Effect of the Invention The present invention is a water stop plate having a structure in which a water-swellable non-vulcanized rubber is stacked on a restraining plate, so that by adhering such a water stop plate so as to close the joint of concrete, water intrusion can be prevented. When this occurs, the water-swellable non-vulcanized rubber expands, and this expansion pressure can completely block the water intrusion path.
本止水板は水膨張性非加硫ゴムの粘着力と膨張圧によ
りコンクリートに固着しアンカー部が不要なので、作業
性の向上が図れるとともに、各種建築構造物における各
種形状の地下壁面に対し取付けが可能で汎用性に富む。The water stoppage plate is fixed to concrete by the adhesive force and expansion pressure of the water-swellable non-vulcanized rubber and does not need an anchor part, so workability can be improved and it can be attached to various shapes of underground walls of various building structures. Is possible and versatile.
第1図は本発明に係る一実施例の止水板の一部断面とし
た斜視図、第2図は同止水板を地山壁面に固定した状態
の斜視図、第3図は止水構造を示す断面図、第4図は同
止水板を接続した状態を示す斜視図、第5図は止水板ど
うしを十字状に接続した状態を示す斜視図、第6図は従
来の止水板による止水構造を示す断面図、第7図は別の
従来例の止水板の断面図、第8図は同止水板を重ねて十
字状に接続した状態を示す斜視図、第9図は同止水板を
重ねずに十字状に接続した状態を示す斜視図、第10図は
同止水板を折曲した状態を示す斜視図である。 1,1a,1b……止水板、2,2a,2b……拘束板、3,3a,3b……
止水板本体、4……地山、5……釘、 10,11……コンクリート、12……コンクリート打継目、 20……継板、 30……平板。FIG. 1 is a perspective view showing a partial cross section of a water stoppage plate according to an embodiment of the present invention, FIG. 2 is a perspective view showing the water stoppage plate fixed to a ground wall surface, and FIG. FIG. 4 is a perspective view showing a state in which the water stop plates are connected, FIG. 5 is a perspective view showing a state in which the water stop plates are connected in a cross shape, and FIG. FIG. 7 is a cross-sectional view showing a water-stop structure using a water plate, FIG. 7 is a cross-sectional view of another conventional water-stop plate, FIG. 8 is a perspective view showing a state in which the water-stop plates are overlapped and connected in a cross shape, FIG. 9 is a perspective view showing a state where the water stop plates are connected in a cross shape without overlapping, and FIG. 10 is a perspective view showing a state where the water stop plates are bent. 1,1a, 1b …… water stop plate, 2,2a, 2b …… restraint plate, 3,3a, 3b ……
Water stop plate body, 4… ground, 5… nail, 10,11… concrete, 12… concrete joint, 20… joint plate, 30… flat plate.
Claims (1)
を残して中央に、表面に粘着性を有する水膨張性非加硫
ゴムからなる平板状止水板本体を重ね合わせ積層構造と
し、前記平板状拘束板の両側部を釘打ちして予め固定す
ることができることを特徴とする止水板。1. A flat watertight plate body made of a non-vulcanizable rubber having a water-swelling property and having an adhesive surface is superposed at the center of both sides of one surface of a rigid plate-shaped restraint plate having rigidity to form a laminated structure. A water stopping plate, wherein both sides of the flat restraining plate can be nailed and fixed in advance.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63253910A JP2700478B2 (en) | 1988-10-11 | 1988-10-11 | Water stop plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63253910A JP2700478B2 (en) | 1988-10-11 | 1988-10-11 | Water stop plate |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02101243A JPH02101243A (en) | 1990-04-13 |
JP2700478B2 true JP2700478B2 (en) | 1998-01-21 |
Family
ID=17257751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63253910A Expired - Fee Related JP2700478B2 (en) | 1988-10-11 | 1988-10-11 | Water stop plate |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2700478B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102524623B1 (en) * | 2023-01-20 | 2023-04-24 | 홍종화 | A water barrier plate for blocking water to be pressurized at the concrete joint between floors of a building and the construction method thereof |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0575305U (en) * | 1991-04-19 | 1993-10-15 | 早川ゴム株式会社 | Water stop structure |
JP2688326B2 (en) * | 1994-07-25 | 1997-12-10 | ナショナル住宅産業株式会社 | Joint structure |
JP7123335B2 (en) * | 2018-05-08 | 2022-08-23 | 大成建設株式会社 | Construction method of water stop structure of concrete joint |
JP7189841B2 (en) * | 2019-05-30 | 2022-12-14 | 鹿島建設株式会社 | Waterstop connection aid and waterstop connection method |
JP7321533B2 (en) * | 2020-10-09 | 2023-08-07 | 株式会社エヌ・エス・テック | Construction method of water stop material interposed between pre-cast concrete and post-cast concrete |
CN113322803B (en) * | 2021-05-10 | 2023-03-10 | 中国铁路设计集团有限公司 | Double-face combined anti-sticking type buried water stop belt with simple structure |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5922810U (en) * | 1982-08-02 | 1984-02-13 | 本村 久男 | Water stop plate |
-
1988
- 1988-10-11 JP JP63253910A patent/JP2700478B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102524623B1 (en) * | 2023-01-20 | 2023-04-24 | 홍종화 | A water barrier plate for blocking water to be pressurized at the concrete joint between floors of a building and the construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
JPH02101243A (en) | 1990-04-13 |
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