JP3085299U - Waterproof sealing material for concrete molded products - Google Patents

Waterproof sealing material for concrete molded products

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Publication number
JP3085299U
JP3085299U JP2001006629U JP2001006629U JP3085299U JP 3085299 U JP3085299 U JP 3085299U JP 2001006629 U JP2001006629 U JP 2001006629U JP 2001006629 U JP2001006629 U JP 2001006629U JP 3085299 U JP3085299 U JP 3085299U
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JP
Japan
Prior art keywords
concrete molded
sealing material
molded product
engaging
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
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JP2001006629U
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Japanese (ja)
Inventor
正継 米村
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Yamax Corp
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Yamax Corp
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Abstract

(57)【要約】 【課題】 本考案はコンクリート成形品の止水シール材
に関し、コンクリート成形品、例えば側溝ブロック、U
形ブロック、暗渠ブロックや擁壁ブロック等の地上構造
物のような土木資材、外壁パネルや内壁パネルのような
建築資材に簡単な取扱いにて接合が効率的に行え、止水
性を確実になす。 【解決手段】合成樹脂またはゴム等の軟質材により形成
され、接合するコンクリート成形品A,Bの一方の部材
A1の接合端面2aに設けた係合穴3内に係止される係
合部4をシール材本体1の少なくとも一側に設けるとと
もに、該シール材本体1には一方の前記コンクリート成
形品Aと他方のコンクリート成形品Bの他方の部材B1
の接合端面2bとの間に弾性的に挟圧される弾性シール
部5をシール材本体1の挿入方向Xに交又して設けた。
(57) [Summary] [PROBLEMS] The present invention relates to a waterproof sealing material for a concrete molded product.
The joints can be made efficiently with simple handling of civil engineering materials such as ground structures such as shaped blocks, culvert blocks and retaining wall blocks, and building materials such as outer wall panels and inner wall panels, thereby ensuring waterproofness. An engaging part (4) formed of a soft material such as synthetic resin or rubber and engaged in an engaging hole (3) provided in a joint end surface (2a) of one member (A1) of a concrete molded product (A, B) to be joined. Is provided on at least one side of the sealing material body 1, and the sealing material body 1 has the other member B1 of one concrete molding A and the other concrete molding B.
The elastic seal portion 5 elastically pressed between the joint end surface 2b and the joint end surface 2b is provided so as to intersect in the insertion direction X of the sealing material body 1.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案はコンクリート成形品の止水シール材に関し、コンクリート成形品、例 えば水系の地下埋設構造物としての側溝ブロック、U形ブロック、暗渠ブロック 、水路ブロックや堰堤ブロック、擁壁ブロック等の地上構造物のような土木資材 、さらには外壁パネルや内壁パネルのような建築資材に簡単な取扱いにて取付け て端面相互の接合が効率的に行え、止水性を確実になすものである。 The present invention relates to a waterproof sealing material for a concrete molded product, such as a concrete molded product, for example, a gutter block, a U-shaped block, a culvert block, a waterway block, a dam block, a retaining wall block, or the like as a water-based underground buried structure. It can be attached to civil engineering materials such as objects, and also to building materials such as outer and inner wall panels with simple handling, so that the end faces can be joined efficiently and the waterproofness is ensured.

【0002】[0002]

【従来の技術】[Prior art]

従来、雨水等を流す水系のコンクリート成形品として例えば側溝ブロックの接 合端面相互の止水をはかるには、図9に示すように接合する側溝ブロックaの接 合端面b,b相互間にゴムまたは合成樹脂等の弾性材よりなるパッキングcやO リングを介装し、側溝ブロックa,aの取付部分としての接合端面b,b相互の外 側面間に複数個の取付プレートdを跨がせてボルトeを用いて側溝ブロックa,a の接合端面b,b相互を緊結することにより止水をはかっていた。 また、水系の地下構造物として接合すべき下水管の接合端面相互の止水をはか るものとして、従来例えば図10に示すものがある。 すなわち、接合すべき一方のコンクリート成形品としての承口管fの前端の承 口g内にゴムまたは合成樹脂の弾性材よりなるパッキングhやOリングを介装し て他方のコンクリート成形品としての挿入管iを挿入する方法である。 Conventionally, as a water-based concrete molded product through which rainwater or the like flows, for example, in order to measure the water stop between the joining end faces of the gutter blocks, as shown in FIG. Alternatively, a packing c or an O-ring made of an elastic material such as a synthetic resin is interposed, and a plurality of mounting plates d are straddled between the outer side surfaces of the joint end surfaces b, b as mounting portions of the side groove blocks a, a. The water is stopped by tightening the joint end surfaces b, b of the side groove blocks a, a using a bolt e. Conventionally, there is, for example, a structure shown in FIG. 10 as a device for stopping water between the joint end surfaces of a sewer pipe to be joined as a water-based underground structure. That is, a packing h or an O-ring made of an elastic material of rubber or synthetic resin is interposed in a front opening g of a front opening f of a receiving port pipe f as one concrete molded article to be joined, and the other concrete molded article is used. This is a method of inserting the insertion tube i.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the invention]

しかしながら、図9に示すようにコンクリート成形品として例えば側溝ブロッ クa,aの接合端面b,b相互間にゴムまたは合成樹脂等の弾性材よりなるパッキ ングcやOリングを介装し、側溝ブロックa,aの取付部分としての接合端面b, b相互の外側面間に取付プレートd,dを跨がせてボルトeを用いて側溝ブロッ クaの接合端面b,b相互を緊結することによりコンクリート成形品A,Bの接合 面間にゴム等よりなるパッキングcやOリングを圧着させる上記従来の方法は、 コンクリート成形品A,B間の可撓性が著しく阻害されるので、止水性はパッキ ングcの弾性変形をもたせる程度の圧着力により行われるため、充分ではなかっ た。 しかも、止水を行うためにコンクリート成形品としての側溝ブロックa, aの接合端面b,b相互間にパッキングcやOリングを改装する取付時にパッキ ングcやOリングが不用意に移動したり、側溝ブロックa,aの接合端面b,bか ら脱落して所定位置に取付が行えないのと、側溝ブロックa,a相互を緊結する ための取付プレートdやボルトeの取付作業に多くの時間と労力とが必要になり、 側溝ブロックa,a相互の止水作業と接合作業とが効率的に行えず、作業能率が 悪いため、工事費、資材費、製作費が高価になる。また耐震性に乏しい。 また、図10に示すように承口管fの承口g内にゴム等よりなるパッキングh を介して挿入管iを挿入することにより水系の地下埋設構造物としてのコンクリ ート成形品A,B相互を接合する上記従来の他の方法は、承口管fの承口g内の クリアランスを確保し、またパッキングhが自然の接合状態で承口gから抜け出 さない程度の摩擦抵抗力を有し、しかも挿入管iによる押し込み限界圧力が最大 の状態で設定される必要がある等の事項を満足して設計が行わなければならない 。またこの接合方法は、地震の地盤変動、地盤ひずみ、振動等の引張力や圧縮力 の外力に対して承口管と挿入管との間の隙間から漏水する等、充分な止水性を得 ることができなかった。 However, as shown in FIG. 9, as a concrete molded product, for example, a packing c or an O-ring made of an elastic material such as rubber or synthetic resin is interposed between the joining end surfaces b and b of the gutter blocks a and Attaching the mounting plates d, d between the outer side surfaces of the joining end surfaces b, b as the attaching portions of the blocks a, a, and tightening the joining end surfaces b, b of the side groove block a using bolts e. The conventional method of press-fitting a packing c or O-ring made of rubber or the like between the joining surfaces of the concrete molded products A and B by the method described above is difficult because the flexibility between the concrete molded products A and B is significantly impaired. Is performed with a pressing force enough to cause the elastic deformation of the packing c, and is not sufficient. In addition, packing c or O-ring may be inadvertently moved at the time of installation in which packing c or O-ring is retrofitted between joint end faces b, b of side gutter blocks a, a as concrete molded products in order to stop water. In addition, it cannot be mounted at a predetermined position due to dropping off from the joint end surfaces b, b of the side groove blocks a, a, and much work is required for mounting the mounting plate d and the bolt e for tightening the side groove blocks a, a. Since time and labor are required, the water blocking work and the joining work between the gutter blocks a, a cannot be performed efficiently, and the work efficiency is poor, so that the construction cost, material cost, and manufacturing cost are high. Poor earthquake resistance. Also, as shown in FIG. 10, by inserting an insertion pipe i through a packing h made of rubber or the like into a receiving port g of a receiving port pipe f, a concrete molded product A as a water-based underground buried structure can be obtained. The other conventional method of joining B to each other as described above secures a clearance in the spout g of the spout f and reduces the frictional resistance to such a degree that the packing h does not come out of the spout g in a natural joining state. In addition, the design must be performed in such a way as to satisfy the requirements such as that the limit pressure for pushing by the insertion tube i must be set to the maximum. In addition, this joining method provides sufficient water-blocking properties, such as leakage from the gap between the inlet pipe and the insertion pipe against external forces such as ground deformation, ground strain, vibration, and other tensile or compressive forces due to earthquakes. I couldn't do that.

【0004】 本考案は上記従来の欠点を解決し、接合すべきコンクリート成形品相互の止水 性が充分確保され、しかも取付時にシール材本体がコンクリート成形品の接合端 面に対して迅速かつ確実に取付けられ、コンクリート成形品相互の止水作業と接 合作業とが効率的に行え、作業効率が良く工事費、資材費、製作費が安価で耐震 性に優れたコンクリート成形品の止水シール材を提供するものである。[0004] The present invention solves the above-mentioned drawbacks, and ensures that the concrete molded articles to be joined have a sufficient waterproof property, and that the sealing material body is quickly and reliably attached to the joint end face of the concrete molded article during installation. Waterproof seal for concrete molded products with excellent work efficiency, low construction costs, material costs, and low production costs, and excellent seismic resistance. Materials.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

本考案の請求項1に記載の考案は、合成樹脂またはゴム等の軟質材により形成 され、接合するコンクリート成形品の一方の部材の接合端面に設けた係合穴内に 係止される係合部をシール材本体の少なくとも一側に設けるとともに、該シール 材本体には一方の前記コンクリート成形品と他方のコンクリート成形品の他方の 部材の接合端面との間に弾性的に挟圧される弾性シール部をシール材本体の挿入 方向に交又して設けたことを特徴とするという手段を採用した。 The invention according to claim 1 of the present invention is an engaging portion formed of a soft material such as synthetic resin or rubber and engaged in an engaging hole provided in a joint end surface of one member of a concrete molded product to be joined. Is provided on at least one side of the sealing material main body, and the sealing material main body is elastically pressed between the one end of the concrete molded product and the joining end face of the other member of the other concrete molded product. In this case, the parts are provided so as to cross each other in the insertion direction of the sealing material main body.

【0006】 また、本考案の請求項2に記載の考案は、請求項1において前記係合部は、コ ンクリート成形品の係合穴内に係止される所望形状の係止片部と、該係止片部の 後部に必要に応じて所望角度をつけて複数個が設けられる係止リップ部とにより 形成されることを特徴とする。According to a second aspect of the present invention, in the first aspect, the engaging portion includes a locking piece having a desired shape to be locked in an engaging hole of the concrete molded product. A plurality of locking lip portions are provided at a rear portion of the locking piece portion at a desired angle as needed.

【0007】 また、本考案の請求項3に記載の考案は、請求項1または請求項2の何れかに おいて、前記係合部は、シール材本体の両側に設けられたことを特徴とするとい う手段を採用した。According to a third aspect of the present invention, in the first or second aspect, the engaging portions are provided on both sides of the sealing material main body. We adopted the means to do so.

【0008】 また、本考案の請求項4に記載の考案は、請求項1,請求項2,または請求項3 の何れかにおいて、前記係合部と前記弾性シール部との間には挿入方向に交又し て可撓可能に設けられる可撓部が設けられたことを特徴とするという手段を採用 した。According to a fourth aspect of the present invention, in any one of the first, second, and third aspects, an insertion direction is provided between the engagement portion and the elastic seal portion. A flexible portion is provided so as to be able to intersect the flexible portion.

【0009】 また、本考案の請求項5に記載の考案は、請求項1,請求項2,請求項3,また は請求項4の何れかにおいて、前記弾性シール部は、所望厚さを有する断面適宜 形状に形成されるか、または弾性を有する外殻部の内部に空気緩衝部を有する中 空状に形成されることを特徴とするという手段を採用した。According to a fifth aspect of the present invention, there is provided the device according to any one of the first, second, third and fourth aspects, wherein the elastic seal portion has a desired thickness. A means is adopted, which is formed in an appropriate shape in cross section or in a hollow shape having an air buffer portion inside an outer shell portion having elasticity.

【0010】 また、本考案の請求項6に記載の考案は、請求項1,請求項2,請求項3,請求 項4,または請求項5の何れかにおいて、中空状の弾性シール部は、コンクリー ト成形品相互の接合時に外殻部自体の弾性力と該外殻部内に設けられる空気緩衝 部との緩衝力とのコンクリート成形品相互の接合端面に対する弾性密着力を協同 して発揮させることを特徴とするという手段を採用した。The invention according to claim 6 of the present invention is characterized in that in any one of claims 1, 2, 3, 4, and 5, the hollow elastic seal portion is The joint strength between the elastic force of the outer shell itself and the cushioning force of the air buffer provided in the outer shell when the concrete molded products are joined to each other is exerted on the elastic adhesion to the joint end surfaces of the concrete molded products. The feature that was characterized by was adopted.

【0011】[0011]

【考案の実施の形態】[Embodiment of the invention]

以下図1ないし図5に従って本考案の第1実施の形態の具体例を、コンクリー ト成形品として側溝ブロックに適用した場合につき説明する。 1は合成樹脂またはゴム等の軟質材により形成され、接合するコンクリート成 形品Aの一方の部材A1の接合端面2aに設けた係合穴3内に係止される係合部 4を一側に設けたシール材本体であり、このシール材本体1には他側に一方の前 記コンクリート成形品Aと他方のコンクリート成形品Bの他方の部材B1の接合 端面2bとの間に弾性的に挟圧される弾性シール部5をシール材本体1の挿入方 向Xに交又する方向Zに設ける。 Hereinafter, a specific example of the first embodiment of the present invention applied to a side groove block as a concrete molded product will be described with reference to FIGS. Reference numeral 1 denotes one side of an engaging portion 4 formed of a soft material such as synthetic resin or rubber and engaged in an engaging hole 3 provided in a joint end face 2a of one member A1 of a concrete molded article A to be joined. The sealing material body 1 is provided on the other side with elasticity between the above-mentioned concrete molding A and the joining end face 2b of the other member B1 of the other concrete molding B. An elastic seal portion 5 to be pinched is provided in a direction Z crossing the insertion direction X of the sealing material main body 1.

【0012】 前記係合部4は、コンクリート成形品Aの係合穴3内に係止される所望形状の 係止片部6が形成される。図において係止片部6は矢形に形成されることにより 係合穴3内に挿入し易く、一度挿入した場合には不用意に移動したり、脱落する ことなくコンクリート成形品Aの接合端面2aの所定位置に迅速かつ確実に取付 られるようになっている。また係合部4は係合穴3に対する係止を確実にするた めに、例えば図7に示すように係止片部6の後部に必要に応じて所望角度θ、例 えば30°〜60°をつけて複数個、図では2個の係止リップ部7が形成される こともある。The engaging portion 4 is formed with a locking piece 6 having a desired shape to be locked in the engaging hole 3 of the concrete molded product A. In the figure, the locking piece 6 is formed in the shape of an arrow so that it can be easily inserted into the engaging hole 3, and once inserted, does not move carelessly or falls off, and the joining end face 2a of the concrete molded product A does not fall off. It can be quickly and securely mounted at a predetermined position. In order to secure the engagement with the engagement hole 3, the engagement portion 4 is provided with a desired angle θ at a rear portion of the engagement piece 6 as shown in FIG. In some cases, a plurality of, for example, two locking lip portions 7 are formed at an angle.

【0013】 また、前記係合部4と前記弾性シール部5との間には挿入方向Xに交又する方 向Zに可撓可能に設けられる可撓部8が設けられる。A flexible portion 8 is provided between the engagement portion 4 and the elastic seal portion 5 so as to be flexible in a direction Z intersecting with the insertion direction X.

【0014】 又、前記係合穴3は接合すべきコンクリート成形品A,Bとしての側溝ブロッ クの接合端面2a,2bの何れかに適合して図4に示すように例えば正面略U形 に形成され、その内形状は図1に示すように奥窄まりの断面略台形に形成されて もよいし、図には示さないが接合端面2a,2bに臨んで小径部をなすが奥は拡 大穴に形成されてもよい。The engaging hole 3 is adapted to one of the joining end surfaces 2a, 2b of the gutter blocks as the concrete molded articles A, B to be joined, and for example, as shown in FIG. As shown in FIG. 1, the inner shape may be formed in a substantially trapezoidal cross section of the constriction, or although not shown, a small diameter portion is formed facing the joint end surfaces 2 a and 2 b, but the inside is enlarged. It may be formed in a large hole.

【0015】 また、前記弾性シール部5は、図1および図2に示すように弾性を有する断面 適宜形状、例えば蒲鉾状の外殻部5aの内部に空気緩衝部5bを有する中空状を なし、所望厚さtに形成されるが、これに限らず例えば図6に示すように所望厚 さtを有する中実構造に形成されてもよい。そして、前記のように中空状に形成 される弾性シール部5は、コンクリート成形品A,B相互の接合時に外殻部5a 自体の弾性力と該外殻部5a内に設けられる空気緩衝部5bの緩衝力とが協同し てコンクリート成形品A,B相互の接合端面2a,2bに対する弾性密着力として 発揮されるようになっている。Further, the elastic seal portion 5 has an elastic cross section having an appropriate shape as shown in FIG. 1 and FIG. 2, for example, a hollow shape having an air buffer portion 5b inside a semicylindrical outer shell portion 5a. Although formed to have the desired thickness t, the present invention is not limited to this. For example, it may be formed to have a solid structure having the desired thickness t as shown in FIG. The elastic seal portion 5 formed in a hollow shape as described above is provided with the elastic force of the outer shell portion 5a itself and the air buffer portion 5b provided in the outer shell portion 5a when the concrete molded products A and B are joined to each other. The cushioning force of the concrete moldings A and B is cooperatively exerted on the joint end surfaces 2a and 2b.

【0016】 図5において9はコンクリート成形品A,B・・・としての側溝ブロック相互 を接合するための固定手段としての結合ピンであり、この結合ピン9は挿入方向 Xの中間が大径部9aをなし、前半部9bおよび後半部9cが暫時先窄まりに傾 斜されるように形成される。そして、接合すべきコンクリート成形品A,Bとし ての側溝ブロックの接合端面2a,2bに対応して設けた接合穴10内に結合ピ ン9の前半部9bと後半部9cとが圧入されることによりコンクリート成形品A ,Bは相互に結合されるようになっている。しかし、コンクリート成形品A,Bの 固定手段は、図示するものは例示であり、これに限ることなく、例えばコンクリ ート成形品A,Bの接合端面2a,2bにわたり軸長に跨設されるボルトとナット とを用いて緊結するものであってもよい。In FIG. 5, reference numeral 9 denotes a connecting pin as fixing means for connecting the side groove blocks as concrete molded products A, B,... 9a, and the front half 9b and the rear half 9c are formed so as to be inclined for a while. Then, the first half 9b and the second half 9c of the connecting pin 9 are press-fitted into the joint holes 10 provided corresponding to the joint end surfaces 2a, 2b of the side groove blocks as the concrete molded articles A, B to be joined. Thus, the concrete molded products A and B are connected to each other. However, the fixing means of the concrete molded products A and B are shown by way of example, and are not limited thereto. For example, the fixing means is provided across the joint end surfaces 2a and 2b of the concrete molded products A and B over the axial length. The connection may be made using bolts and nuts.

【0017】 本考案の第1実施形態は以上の構成からなり、コンクリート成形品A,B・・ ・としての側溝ブロックを相互に接合し、止水を行うには、先ず接合するコンク リート成形品A,Bの接合端面2a,2bの何れかに形成される正面略U形の係合 穴3内に合成樹脂またはゴム等の軟質材により形成されるシール材本体1の一側 に設けた係合部4を弾性に抗して圧入させることによりシール材本体1を係止さ せ、シール材本体1をコンクリート成形品Aの所定位置に取付ける。従ってシー ル材本体1は、コンクリート成形品Aに対して不用意に移動したり、脱落するの が阻止され、コンクリート成形品A,B相互の接合作業と止水作業とに備える。 また、シール材本体1の係合部4をコンクリート成形品A,Bの係合穴3内に 係止する場合に、グラウト剤や接着剤を係合穴3内に係合部4を挿入するのと一 緒に併用して一層構造堅牢に止水性を発揮するようにしてもよい。The first embodiment of the present invention is constituted as described above. In order to join the gutter blocks as concrete molded products A, B,. A mating member provided on one side of a sealing material main body 1 formed of a soft material such as synthetic resin or rubber in a substantially U-shaped engaging hole 3 formed in one of the joining end surfaces 2a and 2b of A and B. The sealing member main body 1 is locked by pressing the joint portion 4 against elasticity, and the sealing member main body 1 is attached to a predetermined position of the concrete molded product A. Accordingly, the seal material body 1 is prevented from being inadvertently moved or dropped with respect to the concrete molded product A, so that the concrete molded products A and B are joined to each other and water is stopped. When the engaging portion 4 of the sealing material body 1 is to be locked in the engaging hole 3 of the concrete molded product A or B, a grouting agent or an adhesive is inserted into the engaging hole 3. It may also be used together with the above to make the structure more robust and exhibit water-stopping properties.

【0018】 この時、係合部4の係止片部6の後部には図7に示すように必要に応じて所望 角度θをつけて複数個、図7では2個の係止リップ部7が形成されている場合に は、係合穴3内に係合部4と係止リップ部7とが係止することにより係合穴3内 の係止は一層確実になる。 しかも、接合すべきコンクリート成形品A,Bとしての側溝ブロックの接合端 面2a,2bに対応して設けた接合穴10,10のうちの何れか、例えばコンクリ ート成形品Aに設けた係合穴10内に結合ピン9の前半部9bを圧入させて接合 に備える。At this time, a plurality of, in FIG. 7, two locking lip portions 7 are provided at the rear portion of the locking piece 6 of the engaging portion 4 with a desired angle θ as shown in FIG. Is formed, the engaging portion 4 and the locking lip portion 7 are locked in the engaging hole 3, so that the locking in the engaging hole 3 is further ensured. In addition, any of the joint holes 10, 10 provided corresponding to the joint end surfaces 2a, 2b of the gutter blocks as the concrete molded products A, B to be joined, for example, a member provided in the concrete molded product A The first half 9b of the connecting pin 9 is pressed into the mating hole 10 to prepare for joining.

【0019】 次いで、コンクリート成形品Aの一方の部材A1の接合端面2aに対して接合 される接合端面2bを有するコンクリート成形品Bの他方の部材B1を近接させ て行くと、係合穴3内に係合部4が係入されているシール材本体1はコンクリー ト成形品Bの接合端面2aにより後面が弾性的に押圧される。Next, when the other member B1 of the concrete molded product B having the joint end surface 2b joined to the joint end surface 2a of the one member A1 of the concrete molded product A is brought close to the engagement hole 3, The rear surface of the sealing material main body 1 in which the engaging portion 4 is engaged is elastically pressed by the joint end surface 2a of the concrete molded product B.

【0020】 そして、シール材本体1はコンクリート成形品Bの接合端面2aにより後面が 押圧されると、一側(先端側)に設けた係合部4は係合穴3内にさらに深く係止 され、他側(後端側)に挿入方向Xに交又する方向Zに設けた所望厚さtの弾性 シール部5は図2に示すように弾性的に扁平に圧縮され、一方のコンクリート成 形品Aの接合端面2aと他方のコンクリート成形品Bの接合端面2bとの間に弾 性的に挟圧される。When the rear surface of the sealing material main body 1 is pressed by the joint end surface 2 a of the concrete molded product B, the engaging portion 4 provided on one side (the distal end side) is further locked in the engaging hole 3. The elastic seal portion 5 having a desired thickness t provided on the other side (rear end side) in the direction Z intersecting with the insertion direction X is elastically flattened as shown in FIG. It is elastically pressed between the joint end face 2a of the molded article A and the joint end face 2b of the other concrete molded article B.

【0021】 この時、弾性シール部5は、図1に示すように弾性を有する断面適宜形状、例 えば蒲鉾状の外殻部5aの内部に空気緩衝部5bを有する中空状に形成されてい る場合には、中空状の弾性シール部5は、コンクリート成形品A,B相互の接合 時に外殻部5a自体の弾性力と該外殻部5a内に設けられる空気緩衝部5bが圧 縮される時の緩衝力とが協同して発揮されることにより、弾性シール部5はコン クリート成形品A,B相互の接合端面2a,2bに確実に密着され、充分な止水性 を発揮する。また弾性シール部5が、例えば図6に示すように所望厚さtを有す る中実構造に形成されている場合にも、コンクリート成形品A,B相互の接合端 面2a,2bの挟圧により確実に密着され、充分に止水性を発揮する。At this time, as shown in FIG. 1, the elastic seal portion 5 is formed into a hollow shape having an elastic section 5a having an elastic shape and having an air buffer portion 5b inside a shell-like outer shell portion 5a. In this case, the hollow elastic seal portion 5 compresses the elastic force of the outer shell portion 5a itself and the air buffer portion 5b provided in the outer shell portion 5a when the concrete molded products A and B are joined to each other. The elastic sealing portion 5 is reliably brought into close contact with the joint end surfaces 2a and 2b of the concrete molded products A and B by cooperating with the cushioning force at the time, and exhibits sufficient water stopping performance. Further, even when the elastic seal portion 5 is formed in a solid structure having a desired thickness t as shown in FIG. 6, for example, the sandwiched end surfaces 2a and 2b of the concrete molded products A and B are sandwiched. It is firmly adhered by pressure and exhibits sufficient water stopping properties.

【0022】 また、接合すべきコンクリート成形品A,B相互は、軸芯が挿入方向Xに対し て該挿入方向Xに交叉する方向Y,Zに偏芯して段差を生じたり、カーブ個所で の接合がなされる場合にも前記係合部4と前記弾性シール部5との間には挿入方 向Xに交又して可撓可能に設けられる可撓部8が設けられているので、この可撓 部8が撓むことによりコンクリート成形品A,B相互の接合端面2a,2bが挟圧 される弾性シール部5はコンクリート成形品A,B相互の接合端面2a,2bに対 して偏在することがなくなり、止水性は確実に発揮される。Further, the concrete molded articles A and B to be joined may be offset from each other in the directions Y and Z where the shaft cores intersect the insertion direction X with respect to the insertion direction X to generate a step, or at a curved portion. Even when the above-mentioned joining is performed, a flexible portion 8 is provided between the engaging portion 4 and the elastic seal portion 5 so as to be flexibly intersected in the insertion direction X. When the flexible portion 8 bends, the joint end surfaces 2a, 2b between the concrete molded products A, B are pressed, and the elastic seal portion 5 is pressed against the joint end surfaces 2a, 2b between the concrete molded products A, B. There is no uneven distribution, and the water stoppage is reliably exhibited.

【0023】 そして、接合すべきコンクリート成形品A,Bとしての側溝ブロックの接合端 面2a,2bに対応して設けた接合穴10,10内に結合ピン9の前半部9bと後 半部9cとが圧入されることによりコンクリート成形品A,Bは相互に結合され る。The front half part 9b and the rear half part 9c of the connecting pin 9 are provided in joint holes 10, 10 provided corresponding to the joint end faces 2a, 2b of the side groove blocks as the concrete molded articles A, B to be joined. Are press-fitted, the concrete molded products A and B are connected to each other.

【0024】 また、図8に示すものは本考案の第2の実施形態である。 この実施形態では、シール材本体1の両側に係合部4,4を設け、この係合部 4,4をコンクリート成形品A,Bの接合時に接合端面2a,2bに略対応して設 けた係合穴3,3内に係合するとともにシール材本体1の挿入方向Xに交又する 方向Zに設けた弾性シール部5をコンクリート成形品A,Bの接合端面2a,2b 間に挟圧させるこにより止水性を発揮するようにした点が前記第1実施形態と異 なる構成、作用を奏するほかは同様の構成、作用である。FIG. 8 shows a second embodiment of the present invention. In this embodiment, engaging portions 4, 4 are provided on both sides of the sealing material main body 1, and the engaging portions 4, 4 are provided substantially corresponding to the joining end surfaces 2a, 2b when the concrete molded products A, B are joined. The elastic seal portion 5 provided in the direction Z intersecting with the insertion direction X of the sealing material main body 1 is engaged between the engagement holes 3, 3 and pressed between the joint end surfaces 2a, 2b of the concrete molded products A, B. The configuration and operation are the same as those of the first embodiment, except that the water blocking property is exhibited by doing so.

【0025】 上記説明では、コンクリート成形品A,Bとして側溝ブロックの接合作業と止 水作業をはかる場合を代表的に説明したが、コンクリート成形品A,Bはこれに 限ることなく例えばU形溝ブロック、暗渠ブロック、水路ブロック、下水管等の 水系の地下埋設構造物やトンネル、また擁壁ブロックのような地上構造物として の土木資材、さらには外壁パネル、内壁パネル、スラブ板等の建築資材における コンクリート成形品であっても接合端面相互の止水性と接合とを簡単な取扱い操 作により確実に行える。In the above description, the case where the joining work of the gutter block and the water stopping operation are performed as the concrete molded products A and B are typically described. However, the concrete molded products A and B are not limited to this, and may be, for example, U-shaped grooves. Water-based underground structures such as blocks, culvert blocks, waterway blocks, sewer pipes, etc., and civil engineering materials as ground structures such as tunnels and retaining wall blocks, as well as building materials such as outer wall panels, inner wall panels, and slab plates. Even in the case of a concrete molded product, the waterproofness between the joining end faces and the joining can be reliably performed by a simple handling operation.

【0026】[0026]

【考案の効果】[Effect of the invention]

本考案の請求項1に記載の考案は以上のように、合成樹脂またはゴム等の軟質 材により形成され、接合するコンクリート成形品の一方の部材の接合端面に設け た係合穴内に係止される係合部をシール材本体の少なくとも一側に設けるととも に、該シール材本体には一方の前記コンクリート成形品と他方のコンクリート成 形品の他方の部材の接合端面との間に弾性的に挟圧される弾性シール部をシール 材本体の挿入方向に交又して設けたことを特徴とするので、接合すべきコンクリ ート成形品間の止水性が充分に確保され、しかも取付時にはシール材本体がコン クリート成形品の接合端面に対して不用意に移動したり、脱落することなく所定 位置に迅速かつ確実に取付られるため、コンクリート成形品相互の止水性と接合 作業とが効率的に行え、作業能率が向上され、工事費、資材費、製作費が安価で 耐震性が優れたものになる。 As described above, the invention according to claim 1 of the present invention is formed of a soft material such as synthetic resin or rubber, and is locked in the engagement hole provided in the joint end surface of one member of the concrete molded product to be joined. An engaging portion is provided on at least one side of the sealing material main body, and the sealing material main body is elastically connected between one of the concrete molded articles and the joining end face of the other member of the other concrete molded article. The elastic seal part which is sandwiched in the seal material is provided so as to cross over in the insertion direction of the sealing material body, so that the waterproofness between the concrete molded products to be joined is sufficiently ensured, and at the time of installation The seal material body is quickly and securely attached to the specified position without inadvertently moving or falling off the joint end surface of the concrete molded product, so that the water tightness and joining work between concrete molded products are efficient. Done, is improving the work efficiency, construction costs, material costs, production costs is what is excellent inexpensive and earthquake resistance.

【0027】 また本考案の請求項2に記載の考案は、請求項1において前記係合部は、コン クリート成形品の係合穴内に係止される所望形状の係止片部と、該係止片部の後 部に必要に応じて所望角度をつけて複数個が設けられる係止リップ部とにより形 成されることを特徴とするので、係合穴内に係止片部と係止リップ部とが係止さ れ、係合部の係止は確実になり、係合穴からのシール材本体の抜けと止水性は確 実になる。According to a second aspect of the present invention, in the first aspect, the engaging portion is a locking piece having a desired shape to be locked in an engaging hole of the concrete molded product. It is characterized by being formed by a plurality of locking lip portions provided at a desired angle as necessary at the rear portion of the locking piece portion, so that the locking piece portion and the locking lip are provided in the engagement holes. The engagement with the engaging portion is ensured, and the engagement of the engaging portion is assured, so that the sealing material main body comes out of the engaging hole and the waterproofness is assured.

【0028】 また本考案の請求項3に記載の考案は、請求項1または請求項2の何れかにお いて、前記係合部は、シール材本体の両側に設けられたので、接合するコンクリ ート成形品の接合端面に略対応して設けた係合穴内に係合部は係止されシール材 本体の挿入方向に設けられた弾性シール部がコンクリート成形品相互の接合端面 間に挟圧され、止水性がはかれる。According to a third aspect of the present invention, in any one of the first and second aspects, the engaging portions are provided on both sides of the sealing material main body. The engaging portion is locked in the engaging hole provided substantially corresponding to the joining end surface of the molded product, and the elastic seal portion provided in the insertion direction of the sealing material body is pressed between the joining end surfaces of the concrete molded products. The water is stopped.

【0029】 また本考案の請求項4に記載の考案は、請求項1,請求項2,または請求項3の 何れかにおいて、前記係合部と前記弾性シール部との間には挿入方向に交又して 可撓可能に設けられる可撓部が設けられたことを特徴とするので、接合すべきコ ンクリート成形品相互の軸芯が挿入方向に対して交叉する方向に偏芯して段差を 生じたり、カーブ個所での接合がなされる場合にも可撓部が撓むことによりコン クリート成形品相互の接合端面に挟圧される弾性シール部はコンクリート成形品 相互の接合端面に対して偏在することなく、止水性は確実に発揮される。According to a fourth aspect of the present invention, in any one of the first, second, and third aspects, a space between the engagement portion and the elastic seal portion in the insertion direction is provided. Since the flexible portion is provided so as to be able to intersect and be flexible, the step of the concrete molded articles to be joined is eccentric in the direction crossing the insertion direction. When the joint is made at a curved part, the flexible part bends, and the elastic seal part sandwiched between the joint end faces of the concrete molded articles is pressed against the joint end face of the concrete molded articles. Without uneven distribution, the water stoppage is surely exhibited.

【0030】 また本考案の請求項5に記載の考案は、請求項1,請求項2,請求項3,または 請求項4の何れかにおいて前記弾性シール部は、所望厚さを有する断面適宜形状 に形成されるか、または弾性を有する外殻部の内部に空気緩衝部を有する中空状 に形成されることを特徴し、また請求項6に記載の考案は、請求項1,請求項2, 請求項3,請求項4,または請求項5の何れかにおいて中空状の弾性シール部は、 コンクリート成形品相互の接合時に外殻部自体の弾性力と該外殻部内に設けられ る空気緩衝部とのコンクリート成形品相互の緩衝力との接合端面に対する弾性密 着力を協同して発揮させることを特徴とするので、中空状の弾性シール部は、コ ンクリート成形品相互の接合時に外殻部自体の弾性力と該外殻部内に設けられる 空気緩衝部が圧縮される時の緩衝力とが協同して発揮されることにより、弾性シ ール部はコンクリート成形品相互の接合端面に確実に密着され、充分な止水性を 発揮する。また弾性シール部が、所望厚さを有する中実構造に形成されている場 合にも、コンクリート成形品相互の接合端面に挟圧されて確実に密着され、充分 に止水性を発揮する。According to a fifth aspect of the present invention, the elastic seal portion according to any one of the first, second, third and fourth aspects has an appropriate cross section having a desired thickness. Or formed in a hollow shape having an air buffer portion inside an outer shell portion having elasticity, and the invention according to claim 6 is characterized in that: The hollow elastic seal portion according to any one of claims 3, 4, and 5, wherein the hollow elastic seal portion includes an elastic force of the outer shell itself when the concrete molded products are joined to each other and an air buffer provided in the outer shell. It is characterized in that the elastic sealing force on the joint end surface with the cushioning force of the concrete molded product and the joint end surface is exhibited in cooperation with each other. Elastic force and air provided in the outer shell By the damping force when 衝部 is compressed is exerted cooperate elastic sheet Lumpur portion is reliably brought into close contact with the joining end face of the concrete moldings each other to exhibit sufficient water stopping. In addition, even when the elastic seal portion is formed in a solid structure having a desired thickness, the elastic seal portion is pressed tightly between the joint end surfaces of the concrete molded products and firmly adheres to each other, and sufficiently exerts water stoppage.

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

【図1】本考案のコンクリート成形品の止水シール材の
第1実施形態を示す断面図である。
FIG. 1 is a cross-sectional view showing a first embodiment of a waterproof sealing material for a concrete molded product of the present invention.

【図2】同じくコンクリート成形品相互の接合時の断面
図である。
FIG. 2 is a cross-sectional view of the concrete molded product when it is joined together.

【図3】同じく本実施形態で使用するコンクリート成形
品としての側溝ブロックを示す側面図である。
FIG. 3 is a side view showing a gutter block as a concrete molded product used in the present embodiment.

【図4】同じく側溝ブロックを示す正面図である。FIG. 4 is a front view showing a gutter block;

【図5】同じく固定手段としての結合ピンを用いてコン
クリート成形品の接合端面相互を固定した状態の断面図
である。
FIG. 5 is a cross-sectional view showing a state in which the joining end faces of the concrete molded product are fixed to each other using a connecting pin as a fixing means.

【図6】同じくシール材本体の他の変形例を示す断面図
である。
FIG. 6 is a sectional view showing another modified example of the sealing material body.

【図7】同じくシール材本体の第3の変形例を示す断面
図である。
FIG. 7 is a sectional view showing a third modified example of the sealing material body.

【図8】同じく本考案の第2の実施形態を示す断面図で
ある。
FIG. 8 is a cross-sectional view showing a second embodiment of the present invention.

【図9】同じくコンクリート成形品の従来の止水方法の
一例を示す側面図である。
FIG. 9 is a side view showing an example of a conventional water stopping method for a concrete molded product.

【図10】同じくコンクリート成形品の従来の止水方法
の他例を示す側面図である。
FIG. 10 is a side view showing another example of the conventional water stopping method for a concrete molded product.

【符号の説明】[Explanation of symbols]

1 シール材本体 2a 接合端面 2b 接合端面 3 係合穴 4 係合部 5 弾性シール部 5a 外殻部 5b 空気緩衝部 6 係止片部 7 係止リップ部 DESCRIPTION OF SYMBOLS 1 Seal material main body 2a Joining end face 2b Joining end face 3 Engagement hole 4 Engagement part 5 Elastic seal part 5a Outer shell part 5b Air buffer part 6 Locking piece part 7 Locking lip part

Claims (6)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 合成樹脂またはゴム等の軟質材により形
成され、接合するコンクリート成形品の一方の部材の接
合端面に設けた係合穴内に係止される係合部をシール材
本体の少なくとも一側に設けるとともに、該シール材本
体には一方の前記コンクリート成形品と他方のコンクリ
ート成形品の他方の部材の接合端面との間に弾性的に挟
圧される弾性シール部をシールド材本体の挿入方向に交
又して設けたことを特徴とするコンクリート成形品の止
水シール材。
An engaging portion formed of a soft material such as synthetic resin or rubber and engaged in an engaging hole formed in a joining end surface of one member of a concrete molded product to be joined is provided on at least one of a sealing material main body. And an elastic seal portion elastically pressed between one of the concrete molded products and the joining end surface of the other member of the other concrete molded product is inserted into the sealing material main body. A waterproof sealing material for a concrete molded product, wherein the sealing material is provided so as to cross each other.
【請求項2】 前記係合部は、コンクリート成形品の係
合穴内に係止される所望形状の係止片部と、該係止片部
の後部に必要に応じて所望角度をつけて複数個が設けら
れる係止リップ部とにより形成されることを特徴とする
請求項1に記載のコンクリート成形品の止水シール材。
2. The method according to claim 1, wherein the engaging portion includes a plurality of engaging pieces each having a desired shape to be locked in the engaging hole of the concrete molded product, and a desired angle formed at a rear portion of the engaging piece as required. The waterproof sealing material for a concrete molded product according to claim 1, wherein the sealing material is formed by a locking lip portion provided with the sealing lip.
【請求項3】 前記係合部はシール材本体の両側に設け
られたことを特徴とする請求1または請求項2の何れか
に記載のコンクリート成形品の止水シール材。
3. The sealing material according to claim 1, wherein the engaging portions are provided on both sides of the sealing material main body.
【請求項4】 前記係合部と前記弾性シール部との間に
は挿入方向に交又して可撓可能に設けられる可撓部が設
けられたことを特徴とする請求項1,請求項2,または請
求項3の何れかに記載のコンクリート成形品の止水シー
ル材。
4. A flexible portion, which is provided between the engaging portion and the elastic seal portion so as to intersect in the insertion direction and to be flexibly provided. The waterproof sealing material for a concrete molded product according to any one of claims 2 and 3.
【請求項5】 前記弾性シール部は、所望厚さを有する
断面適宜形状に形成されるか、または弾性を有する外殻
部の内部に空気緩衝部を有する中空状に形成されること
を特徴とする請求項1,請求項2,請求項3,または請求
項4の何れかに記載のコンクリート成形品の止水シール
材。
5. The elastic seal portion may be formed in an appropriate shape in cross section having a desired thickness, or may be formed in a hollow shape having an air cushion portion inside an outer shell portion having elasticity. The waterproof sealing material for a concrete molded product according to any one of claims 1, 2, 3, and 4.
【請求項6】 中空状の弾性シール部は、コンクリート
成形品相互の接合時に外殻部自体の弾性力と該外殻部内
に設けられる空気緩衝部とのコンクリート成形品相互の
接合端面に対する弾性密着力を協同して発揮させること
を特徴とする請求項1,請求項2,請求項3,請求項4,
または請求項5の何れかに記載のコンクリート成形品の
止水シール材。
6. The hollow elastic seal portion has an elastic force of an outer shell portion itself when the concrete molded products are joined to each other, and elastically adheres to an end face of the concrete molded products joined to an air buffer provided in the outer shell portion. Claim 1, Claim 2, Claim 3, Claim 4, wherein the force is exerted in cooperation.
A waterproof sealing material for a concrete molded product according to claim 5.
JP2001006629U 2001-10-11 2001-10-11 Waterproof sealing material for concrete molded products Expired - Lifetime JP3085299U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001006629U JP3085299U (en) 2001-10-11 2001-10-11 Waterproof sealing material for concrete molded products

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001006629U JP3085299U (en) 2001-10-11 2001-10-11 Waterproof sealing material for concrete molded products

Publications (1)

Publication Number Publication Date
JP3085299U true JP3085299U (en) 2002-04-26

Family

ID=43236746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001006629U Expired - Lifetime JP3085299U (en) 2001-10-11 2001-10-11 Waterproof sealing material for concrete molded products

Country Status (1)

Country Link
JP (1) JP3085299U (en)

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