JPH0717847U - Concrete joint water stop plate - Google Patents
Concrete joint water stop plateInfo
- Publication number
- JPH0717847U JPH0717847U JP5333293U JP5333293U JPH0717847U JP H0717847 U JPH0717847 U JP H0717847U JP 5333293 U JP5333293 U JP 5333293U JP 5333293 U JP5333293 U JP 5333293U JP H0717847 U JPH0717847 U JP H0717847U
- Authority
- JP
- Japan
- Prior art keywords
- water stop
- stop plate
- concrete
- joint
- clip
- 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.)
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Abstract
(57)【要約】
【目的】 地中階を構築するコンクリート打設の際、止
水材の断面形状が変わったり、また移動しないように配
慮したコンクリート打継止水板を提供する。
【構成】 止水板1を金属材又はプラスチック樹脂材を
心材にしブチルゴム等の樹脂材を被覆した複合材料か、
プラスチック樹脂材,金属材等の単一材料で、逆T字状
断面に形成し、外周壁2と地中梁3のコンクリート打継
部Jでは止水板1の上部1vを上部専用クリップ7によ
り壁筋2aの横かけ筋2bに固定し、その底部1wを下
部専用クリップ8により梁筋3aに固定してコンクリー
ト打設時の変形や移動を防止し、現場での組立て取付け
を簡易化して作業効率の向上をはかる。
(57) [Summary] [Purpose] To provide a concrete splice water stop board in which the cross-sectional shape of the waterproof material does not change or move during concrete pouring to construct the underground floor. [Structure] A composite material in which the water stop plate 1 is made of a metal material or a plastic resin material as a core material and coated with a resin material such as butyl rubber, or
A single material such as a plastic resin material or a metal material is formed into an inverted T-shaped cross section, and at the concrete joint J of the outer peripheral wall 2 and the underground beam 3, the upper portion 1v of the water stop plate 1 is attached by the upper exclusive clip 7. The wall reinforcement 2a is fixed to the transverse reinforcement 2b, and the bottom 1w thereof is fixed to the beam reinforcement 3a by the lower dedicated clip 8 to prevent deformation and movement during concrete placement, and to simplify assembly and installation on site. Improve efficiency.
Description
【0001】[0001]
本考案は,地下階を構築する場合に,各段階の躯体を打継ぐコンクリート打継 部に使用される止水部材に関する。 The present invention relates to a water blocking member used in a concrete jointing portion that joints a skeleton at each stage when constructing a basement floor.
【0002】[0002]
地下階のコンクリート躯体を構築する場合,躯体全体を一度に連続してコンク リートを打設することは技術的に困難である。必ず,各段階の躯体同士の上下部 にはコンクリート打継部Jを設けなくてはいけない。しかし,往々にして,その 打継部Jから漏水事故が起きている(図9参照)。なお,図中,2は外周壁,3 は地中梁,4は耐圧盤である。 現在,このような事故を防止するために,設計図書には止水材の使用が記載さ れている。市販されている止水材には色々な種類があり,適材適所に使用されて いる(図10参照)。図中1fはフラットな板状止水材であり,1gは棒状止水 材である。 さらにコンクリートには特殊な混和材を入れたり漏水から建物を守ろうと努力 しているにも関わらず,漏水事故が多発しているのが現状である。 もちろん,コンクリート打設の方法などにも問題はあるが,止水材自体にも改 善の余地がないとは言い切れない。特に板状のものは,コンクリート打設時に変 形しやすく,元の形を保持すること自体難しい事であり,また,シール状のもの も,確実に水に触れて,自己体積膨張して完全に止水効果を保てるかどうか疑問 が残る。 When constructing a concrete skeleton on the basement floor, it is technically difficult to place concrete all over the skeleton at a time. Be sure to provide a concrete joint J at the upper and lower parts of each skeleton at each stage. However, water leak accidents often occur at the joint J (see Fig. 9). In the figure, 2 is an outer peripheral wall, 3 is an underground beam, and 4 is a pressure board. Currently, in order to prevent such accidents, the use of waterproofing materials is described in design documents. There are various types of commercially available waterproof materials, and they are used in the right places (see Fig. 10). In the figure, 1f is a flat water blocking material, and 1g is a rod water blocking material. Furthermore, despite the fact that special admixtures have been added to concrete and efforts have been made to protect buildings from water leaks, water leaks are occurring frequently. Of course, there are problems with the concrete pouring method, but it cannot be said that there is no room for improvement in the waterproofing material itself. In particular, the plate-shaped ones are easily deformed when pouring concrete, and it is difficult to maintain the original shape. Also, the seal-shaped ones are surely contacted with water and self-expanded to complete volume. It remains doubtful whether the water-stopping effect can be maintained.
【0003】[0003]
本考案は上記課題の解決を目的とするものであって,金属材又はプラスチック 樹脂材を心材にしてブチルゴム等の軟質樹脂材を被覆した複合材料か,あるいは プラスチック樹脂材,金属材等の単一材料で,断面剛性の高い逆T字状断面に形 成され,該逆T字状断面の上部及び底部を打継部付近の鉄筋に固定してコンクリ ート打設時の変形や移動を防止し,現場での組立て取り付けを簡易化して作業効 率の向上を図った,新規なコンクリート打継止水板を提供しようとするものであ る。 すなわち本考案は,コンクリート打継部を打設する際に該打継部付近の鉄筋に 固定して使用される止水板であって,断面形状が逆T字状であり,金属材又はプ ラスチック樹脂材の心材をブチルゴム等の樹脂で被覆した複合材料からなること を特徴とするコンクリート打継止水板である。 また,前記の複合材料に代えて,プラスチック樹脂材,金属材等の単一材料か ら形成されたコンクリート打継止水板であってもよい。 また本考案では,前記止水板同士の継ぎに,H型ジョイナーを使って挿込み接 合し,入隅部や出隅部では部分カットで直角に合わせて形設し,逆T字状断面の 上部及び底部を鉄筋に対して専用クリップ部品で固定するなどして,組立て取り 付けを簡易化すると共に,変形や移動を防止することも好ましい。 The present invention is intended to solve the above problems, and it is a composite material in which a soft resin material such as butyl rubber is coated with a metal material or a plastic resin material as a core material, or a single material such as a plastic resin material or a metal material. The material is formed into an inverted T-shaped cross section with high cross-sectional rigidity, and the top and bottom of the inverted T-shaped cross section are fixed to the reinforcing bars near the joint, preventing deformation and movement during concrete pouring. However, it is intended to provide a new concrete joint water stop plate that simplifies assembly and installation on site and improves work efficiency. That is, the present invention is a water stop plate used for fixing a concrete splicing part to a reinforcing bar in the vicinity of the splicing part, which has an inverted T-shaped cross section and is made of a metal material or a plug. A concrete joint waterstop board, which is made of a composite material in which a core material of a plastic resin material is coated with a resin such as butyl rubber. Further, instead of the composite material, a concrete joint water stop plate made of a single material such as a plastic resin material or a metal material may be used. Further, in the present invention, an H-shaped joiner is used to connect the water blocking plates to each other, and the cut corners are formed at right angles by partial cutting at the entrance corner and the exit corner. It is also preferable to fix the upper and bottom parts of the bar to the reinforcing bars with special clip parts to simplify the assembly and mounting and to prevent deformation and movement.
【0004】[0004]
本考案のコンクリート打継止水板のコンクリート打継部における取付例を図面 に基づいて説明する。 図1の地中梁3と外周壁2との取合わせ部においては,逆T字状断面の止水板 1の上部1vを外周壁2の両側の壁筋2aの間に架設された横かけ筋2bに上部 専用クリップ7により固定させ,その底部1wを地中梁3の横設された梁筋3a に下部専用クリップ8により固定させ,移動及び変形しないようにしてコンクリ ートを打設する。 図2の耐圧盤4と地中梁3との取合わせ部においては,逆T字状断面の止水板 1の上部1vを地中梁3の両側の梁筋3aの間に架設された横かけ筋3bに上部 専用クリップ7により固定させ,その底部1wを耐圧盤4に横設された耐圧盤筋 4aに下部専用クリップ8により固定させ,移動及び変形しないようにしてコン クリートを打設する。 図3の柱5と外周壁2とが取合ったコンクリート躯体においては,コンクリー ト打継部Jに載置された逆T字状断面の止水板1の上部1v及び底部1wを柱5 のところでは横設及び立設された柱筋5aに専用クリップ(図示せず)により固 定し,外周壁2のところでは両側の壁筋2aの間に架設された横かけ筋(図示せ ず)に固定し,移動及び変形しないようにしてコンクリートを打設する。 An example of mounting the concrete joint water stop plate of the present invention at the concrete joint portion will be described with reference to the drawings. In the connecting portion between the underground beam 3 and the outer peripheral wall 2 in FIG. 1, the upper part 1v of the water blocking plate 1 having an inverted T-shaped cross section is laid across the wall reinforcements 2a on both sides of the outer peripheral wall 2. The clip 2 is fixed to the streak 2b by the upper exclusive clip 7, and the bottom 1w is fixed to the beam streak 3a of the underground girder 3 provided horizontally by the lower exclusive clip 8, and the concrete is placed so as not to move and deform. . In the joint between the pressure board 4 and the underground beam 3 in FIG. 2, the upper part 1v of the water blocking plate 1 having an inverted T-shaped cross section is laid between the beam reinforcements 3a on both sides of the underground beam 3. It is fixed to the hanging bar 3b by the upper exclusive clip 7, and its bottom 1w is fixed to the pressure plate bar 4a laterally provided on the pressure plate 4 by the lower exclusive clip 8 and the concrete is placed so as not to move and deform. . In the concrete skeleton in which the column 5 and the outer peripheral wall 2 of FIG. 3 are joined together, the top 1v and bottom 1w of the water blocking plate 1 having an inverted T-shaped cross section placed on the concrete joint J are connected to the column 5 by the column 5 and the outer wall 2. By the way, it is fixed to the horizontally and vertically installed column bars 5a by a special clip (not shown), and at the outer peripheral wall 2, a cross bar (not shown) installed between the wall bars 2a on both sides. Fix it to the concrete and place concrete without moving or deforming it.
【0005】[0005]
本考案のコンクリート打継止水板の実施例を図面に基づいて説明する。 図4は複合材料タイプ(4ー1)と単一材料タイプ(4ー2)の止水板断面図 ,図5は止水板の接合部斜視図,図6はH型ジョイナーの構造図,図7は入隅部 における直角形設の説明図,図8は上部専用クリップ(8ー1)と下部専用クリ ップ(8ー2)の取付け固定の説明図である。 図中,1は止水板,1aは複合材料タイプ止水板,1bは単一材料タイプ止水 板,6はH型ジョイナー,7は上部専用クリップ,8は下部専用クリップ,Jは 打継部,Sは鉄筋である。 本考案のコンクリート打継止水板1(図4)は安定した逆T字状断面図を有す る長くストレートな止水板であって,金属材又はプラスチック樹脂材を心材1c にしてブチルゴム材を被覆材1dにした複合材料から形成された複合材料タイプ 1a(4ー1)と,プラスチック樹脂材の単一材料から形成された単一材料タイ プ1b(4ー2)とがある。 本考案の止水板1は断面形状が逆T字状でコンクリートとの接着面積が広いが ,図示のごとく,単一材料タイプ止水板1bの上部1vと底部1wの両側端にコ ンクリート密着用の凹凸溝1eを形設することにより,さらに止水性能の向上が 可能である。 An embodiment of the concrete joint water stop plate of the present invention will be described with reference to the drawings. Fig. 4 is a cross-sectional view of the composite material type (4-1) and single material type (4-2) waterstop plates, Fig. 5 is a perspective view of the joints of the waterstop plates, and Fig. 6 is a structural diagram of the H-type joiner. FIG. 7 is an explanatory view of a right-angled installation in the inside corner, and FIG. 8 is an explanatory view of mounting and fixing the upper exclusive clip (8-1) and the lower exclusive clip (8-2). In the figure, 1 is a water stop plate, 1a is a composite material type water stop plate, 1b is a single material type water stop plate, 6 is an H type joiner, 7 is an upper exclusive clip, 8 is a lower exclusive clip, and J is a joint. Part and S are reinforcing bars. The concrete joint water stop plate 1 (Fig. 4) of the present invention is a long and straight water stop plate having a stable inverted T-shaped cross-section, and a butyl rubber material with a metal material or a plastic resin material as the core material 1c. There are a composite material type 1a (4-1) formed of a composite material having a coating material 1d and a single material type 1b (4-2) formed of a single material of a plastic resin material. Although the water stop plate 1 of the present invention has an inverted T-shaped cross section and a large adhesion area with concrete, as shown in the figure, the single material type water stop plate 1b has a concrete close contact with both ends of the upper part 1v and the bottom part 1w. By forming the concave-convex groove 1e for water, the water-stop performance can be further improved.
【0006】 コンクリート打継部Jが長い場合には,止水板同士1,1をH型ジョイナー6 を使って挿込み接合する(図5)。H型ジョイナー6(図6)は止水板1が挿着 できるように止水板1の断面形状に合わせて逆T字状の中空枠形に形成され,そ の中央には仕切板がH型に内設され,止水板1を双方から正しく挿着できるよう にしている。 また,コンクリート躯体の入隅部においてコンクリート打継部J が直角の場合には,図7のごとく,長い止水板1をその直角位置で,内側1mに 直角三角形の部分カット9を加工し,外側1nを切断2分する。 次に2分された内側1m同士を合わせて直角を形成し,そのとき外側1n同士 の間に生成された切欠部には正方形の板材10を貼り合わせて,直角に曲がった 止め板1を簡易に形設する。また出隅部においては,前記の入隅部の内側1mと 外側1nを逆にすれば,同様にして直角に曲がった止め板1を簡易に形設できる 。 止水板1を打継部Jの付近の鉄筋Sに固定するには,図8のごとく,上部専用 クリップ7及び下部専用クリップ8が使用されている。 上部クリップ7はばね鋼板を止水板1の上部1vに適合した巾に逆U字形状に 折り曲げて形成され,さらにその下方の両突端は内方向に対向して直角に折り曲 げられて掴み爪7a,7aを形成している。一方,その両側板7b,7bには鉄 筋Sの外径に適合した巾の長溝7c,7cが切り欠かれて形成されていて,該ク リップ7は鉄筋Sに懸垂させ,前記の掴み爪7a,7aを止水板1の上部1vの 両側に凹設された掘込溝7d,7dにそのばね力により突出させて止水板1を掴 持する。なお,そのとき止水板1の上部1vが鉄筋Sに当接するように形設され ていて,止水板1は安定して固定される。 また,下部クリップ8はばね鋼板を止水板1の底部1wに適合した巾にU字形 状に折り曲げて形成され,さらにその上方の両突端は内方向に対向してくの字形 に折り曲げられて掴み部8a,8aを形成している。一方,その両側板8b,8 bには鉄筋Sの外径に適合した巾の長溝8c,8cが切り欠かれて形成されてい て,該長溝8c,8cに鉄筋Sを挟込むと共に,該鉄筋Sの上に載置した止水板 1の底部1wの両側端を前記の掴み部8a,8aでもって掴持し,止水板1を安 定して固定する。When the concrete joint J is long, the water blocking plates 1 and 1 are inserted and joined using the H-shaped joiner 6 (FIG. 5). The H-shaped joiner 6 (Fig. 6) is formed into an inverted T-shaped hollow frame shape in accordance with the cross-sectional shape of the water blocking plate 1 so that the water blocking plate 1 can be inserted and attached, and a partition plate is formed in the center of the H type joiner H. It is installed inside the mold so that the water stop plate 1 can be correctly inserted from both sides. Further, when the concrete joint J is a right angle at the corner of the concrete frame, as shown in FIG. 7, the long water stop plate 1 is machined at the right angle position to form a right-angled triangular partial cut 9 on the inner side 1 m, Cut the outer side 1n into two parts. Next, the two halves of the inner side 1m are joined together to form a right angle. At that time, the square plate material 10 is attached to the notch created between the outer sides 1n, and the stop plate 1 bent at a right angle is easily formed. To form. Further, in the projecting corner part, if the inner side 1m and the outer side 1n of the above-mentioned entering corner part are reversed, the stop plate 1 bent at a right angle can be easily formed in the same manner. To fix the water stop plate 1 to the reinforcing bar S near the splice portion J, an upper exclusive clip 7 and a lower exclusive clip 8 are used as shown in FIG. The upper clip 7 is formed by bending a spring steel plate into an inverted U shape with a width adapted to the upper portion 1v of the water blocking plate 1, and further, the both lower ends thereof are bent at right angles so as to face inward and grasped. The claws 7a, 7a are formed. On the other hand, on both side plates 7b, 7b, long grooves 7c, 7c having a width adapted to the outer diameter of the reinforcing bar S are cut out and formed, and the clip 7 is suspended on the reinforcing bar S and the gripping claws are formed. The water stop plate 1 is gripped by projecting the springs 7a, 7a into the recessed grooves 7d, 7d formed on both sides of the upper portion 1v of the water stop plate 1 by its spring force. At that time, the upper part 1v of the water stop plate 1 is formed so as to contact the reinforcing bar S, and the water stop plate 1 is stably fixed. The lower clip 8 is formed by bending a spring steel plate into a U-shape with a width adapted to the bottom portion 1w of the water blocking plate 1. Further, both upper ends of the lower clip 8 are bent into a dogleg shape facing inward and gripped. The parts 8a, 8a are formed. On the other hand, on both side plates 8b, 8b, long grooves 8c, 8c having a width adapted to the outer diameter of the reinforcing bar S are cut out, and the reinforcing bar S is sandwiched between the long grooves 8c, 8c. The both ends of the bottom portion 1w of the water blocking plate 1 placed on S are gripped by the gripping portions 8a, 8a, and the water blocking plate 1 is stabilized and fixed.
【0007】 コンクリート打継止水板1は,前述のごとく,H型ジョイナー6を使って止水 板同士を継ぎ合わせることができ,また入隅部や出隅部では直角に曲がった止水 板1を簡易に形設することができ,さらに鉄筋Sには上部専用クリップ7及び下 部専用クリップ8を使って安定して固定し,図1の地中梁3と外周壁2との取合 わせ部や図2の耐圧盤4と地中梁3との取り合わせ部や図3の柱5と外周壁2と の取り合わせ部の取付例のごとく,コンクリート打継部Jの付近の鉄筋Sに移動 及び変形しないように取付け固定することができる。As described above, the concrete joint water stop plate 1 can be joined together by using the H-shaped joiner 6, and the water stop plate bent at a right angle at the entrance corner and the exit corner. 1 can be easily formed. Further, the reinforcing bar S is stably fixed by using the upper exclusive clip 7 and the lower exclusive clip 8, and the connection between the underground beam 3 and the outer peripheral wall 2 in FIG. As in the mounting example of the joint part, the joint between the pressure plate 4 and the underground beam 3 in FIG. 2 and the joint between the pillar 5 and the outer peripheral wall 2 in FIG. 3, move to the reinforcing bar S near the concrete joint J. And, it can be mounted and fixed so as not to be deformed.
【0008】[0008]
本考案のコンクリート打継止水板は下記の種々の効果を発揮するので,特に地 下階のコンクリート躯体を構築する場合,その打継部からの漏水防止に有効に作 用する。 (1)現場での組立て取付けを簡易化並びに安定化しているので,正確な位置へ 簡単に取り付けられて作業性が高い。 (2)本考案の止水板はT字状であるので,コンクリートとの接着面積が広く, コンクリートと完全密着して,高い止水性能が得られる。 (3)直線部をはじめ入隅部や出隅部における部材同士の接合が容易で安定して おり,漏水しない止水処理が可能である。 (4)T字状の安定した断面形状と高い強度をもつ部材は,コンクリート打設時 にも変形することがなく,信頼性の高い止水性能が得られる。 Since the concrete splice water stop plate of the present invention exhibits the following various effects, it is effectively used to prevent water leakage from the spliced part, especially when constructing a concrete skeleton on the lower floor. (1) Assembling and assembling on-site is simplified and stabilized, so it can be easily installed at an accurate position and has high workability. (2) Since the water stop plate of the present invention is T-shaped, it has a wide adhesive area with concrete and is in perfect contact with concrete, and high water stop performance is obtained. (3) It is easy and stable to join the members at the entry and exit corners, including the straight section, and it is possible to perform water-stopping treatment without water leakage. (4) A T-shaped member with a stable cross-sectional shape and high strength does not deform even when concrete is poured, and highly reliable waterproof performance is obtained.
【図1】地中梁と外周壁の取合わせ部断面図である。FIG. 1 is a sectional view of an assembling portion of an underground beam and an outer peripheral wall.
【図2】耐圧盤と地中梁の取合せ部断面図である。FIG. 2 is a sectional view of an assembling portion of a pressure board and an underground beam.
【図3】柱と外周壁の取合せ部横断面図である。FIG. 3 is a transverse cross-sectional view of an assembly portion of a column and an outer peripheral wall.
【図4】止水板断面図で,4ー1は複合材料タイプ,4
ー2は単一材料タイプである。FIG. 4 is a sectional view of a water stop plate, 4-1 is a composite material type, 4
-2 is a single material type.
【図5】止水板の接合部斜視図である。FIG. 5 is a perspective view of a joint portion of the water blocking plate.
【図6】H型ジョイナーの構造図である。FIG. 6 is a structural diagram of an H-type joiner.
【図7】入隅部における直角形設の説明図である。FIG. 7 is an explanatory diagram of a right-angled shape provided at an inside corner portion.
【図8】入部専用クリップ(8ー1)と下部専用クリッ
プ(8ー2)の取付け固定の説明図である。FIG. 8 is an explanatory view of attachment and fixation of a clip (8-1) for exclusive use of an entrance portion and a clip (8-2) for exclusive use of a lower portion.
1 止水板 1a 複合タイプ止
水板 1b 単一タイプ止水板 1e 凹凸溝 1v 上部 1w 底部 2 外周壁 2a 壁筋 3 地中梁 3a 梁筋 4 耐圧盤 4a 耐圧盤筋 5 柱 5a 柱筋 6 H型ジョイナー 7 上部専用クリ
ップ 7a 掴み爪 7c 長溝 8 下部専用クリップ 8a 掴み部 J コンクリート打継部 S 鉄筋1 water stop plate 1a composite type water stop plate 1b single type water stop plate 1e uneven groove 1v upper part 1w bottom part 2 outer peripheral wall 2a wall reinforcement 3 underground beam 3a beam reinforcement 4 pressure plate 4a pressure plate reinforcement 5 column 5a column reinforcement 6 H-type joiner 7 Upper clip 7a Grip claw 7c Long groove 8 Lower clip 8a Grip J Concrete joint S S Rebar
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【手続補正書】[Procedure amendment]
【提出日】平成6年3月4日[Submission date] March 4, 1994
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】図面の簡単な説明[Name of item to be corrected] Brief description of the drawing
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図面の簡単な説明】[Brief description of drawings]
【図1】地中梁と外周壁の取合わせ部断面図である。FIG. 1 is a sectional view of an assembling portion of an underground beam and an outer peripheral wall.
【図2】耐圧盤と地中梁の取合せ部断面図である。FIG. 2 is a sectional view of an assembling portion of a pressure board and an underground beam.
【図3】柱と外周壁の取合せ部横断面図である。FIG. 3 is a transverse cross-sectional view of an assembly portion of a column and an outer peripheral wall.
【図4】止水板断面図で,4−1は複合材料タイプ、4
−2は単一材料タイプである。FIG. 4 is a cross-sectional view of a water blocking plate, 4-1 is a composite material type, 4
-2 is a single material type.
【図5】止水板の接合部斜視図である。FIG. 5 is a perspective view of a joint portion of the water blocking plate.
【図6】H型ジョイナーの構造図である。FIG. 6 is a structural diagram of an H-type joiner.
【図7】入隅部における直角形設の説明図である。FIG. 7 is an explanatory diagram of a right-angled shape provided at an inside corner portion.
【図8】入部専用クリップ(8−1)と下部専用クリッ
プ(8−2)の取付け固定の説明図である。FIG. 8 is an explanatory view of attachment and fixation of the insert-only clip (8-1) and the lower-only clip (8-2).
【図9】従来の地下階コンクリート躯体の要部断面図で
ある。FIG. 9 is a sectional view of an essential part of a conventional basement concrete structure.
【図10】打継部断面図で,10−1は板状止水材,1
0−2は棒状止水材である。FIG. 10 is a cross-sectional view of a splice part, in which 10-1 is a plate-shaped waterproof material, 1
Reference numeral 0-2 is a rod-shaped waterproof material.
【符号の説明】 1 止水板 1a 複合タイプ止
水板 1b 単一タイプ止水板 1e 凹凸溝 1v 上部 1w 底部 2 外周壁 2a 壁筋 3 地中梁 3a 梁筋 4 耐圧盤 4a 耐圧盤筋 5 柱 5a 柱筋 6 H型ジョイナー 7 上部専用クリ
ップ 7a 掴み爪 7c 長溝 8 下部専用クリップ 8a 掴み部 J コンクリート打継部 S 鉄筋[Explanation of symbols] 1 water stop plate 1a composite type water stop plate 1b single type water stop plate 1e uneven groove 1v upper part 1w bottom part 2 outer peripheral wall 2a wall bar 3 underground beam 3a beam bar 4 pressure plate 4a pressure plate bar 5 Column 5a Column reinforcement 6 H-type joiner 7 Upper part clip 7a Grip claw 7c Long groove 8 Lower part clip 8a Grip part J Concrete joint part S Rebar
Claims (3)
継部付近の鉄筋に固定して使用される止水板であって,
断面形状が逆T字状であり,金属材又はプラスチック樹
脂材の心材をブチルゴム等の樹脂で被覆した複合材料か
らなることを特徴とするコンクリート打継止水板。1. A water stop plate, which is used by fixing to a reinforcing bar near the joint when the concrete joint is placed,
A concrete joint water stop board having a reverse T-shaped cross section and made of a composite material in which a core material of a metal material or a plastic resin material is coated with a resin such as butyl rubber.
継部付近の鉄筋に固定して使用される止水板であって,
断面形状が逆T字状であり,プラスチック樹脂材あるい
は金属材等の単一材料からなることを特徴とするコンク
リート打継止水板。2. A water stop plate, which is used by fixing to a reinforcing bar near the joint when placing the concrete joint,
A concrete joint water stop plate having an inverted T-shaped cross section and made of a single material such as a plastic resin material or a metal material.
を使って挿込み接合し,入隅部や出隅部では部分カット
で直角に合わせて形設し,逆T字状断面の上部及び底部
を鉄筋に対して専用クリップ部品で固定し,組立て取り
付けられることを特徴とする請求項1又は2に記載のコ
ンクリート打継止水板。3. An H-joiner is used to join the water blocking plates to each other, and are joined to each other at a right angle with a partial cut at an entering corner and an exiting corner to form an upper portion of an inverted T-shaped cross section. The concrete joint water stop plate according to claim 1 or 2, wherein the bottom part and the bottom part are fixed to the reinforcing bar with a dedicated clip part and assembled and attached.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5333293U JPH0717847U (en) | 1993-09-08 | 1993-09-08 | Concrete joint water stop plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5333293U JPH0717847U (en) | 1993-09-08 | 1993-09-08 | Concrete joint water stop plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0717847U true JPH0717847U (en) | 1995-03-31 |
Family
ID=12939789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5333293U Pending JPH0717847U (en) | 1993-09-08 | 1993-09-08 | Concrete joint water stop plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0717847U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2021116592A (en) * | 2020-01-27 | 2021-08-10 | 株式会社 K Tec | Water stop device |
| CN116657656A (en) * | 2023-04-26 | 2023-08-29 | 中建科工集团有限公司 | Waterproof structure and construction method of steel column of basement exterior wall |
-
1993
- 1993-09-08 JP JP5333293U patent/JPH0717847U/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2021116592A (en) * | 2020-01-27 | 2021-08-10 | 株式会社 K Tec | Water stop device |
| CN116657656A (en) * | 2023-04-26 | 2023-08-29 | 中建科工集团有限公司 | Waterproof structure and construction method of steel column of basement exterior wall |
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