JPH08277540A - Chemical feeding hose, and concrete structure-sealing method using its hose - Google Patents

Chemical feeding hose, and concrete structure-sealing method using its hose

Info

Publication number
JPH08277540A
JPH08277540A JP8253995A JP8253995A JPH08277540A JP H08277540 A JPH08277540 A JP H08277540A JP 8253995 A JP8253995 A JP 8253995A JP 8253995 A JP8253995 A JP 8253995A JP H08277540 A JPH08277540 A JP H08277540A
Authority
JP
Japan
Prior art keywords
tube
concrete
concrete body
hose
chemical
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.)
Granted
Application number
JP8253995A
Other languages
Japanese (ja)
Other versions
JP3618392B2 (en
Inventor
Masanori Shiomi
昌紀 塩見
Kunio Tanaka
邦男 田中
Toshiaki Kobashi
敏明 小橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kasei Kogyo Co Ltd
Nippon Zenith Pipe Co Ltd
Original Assignee
Kasei Kogyo Co Ltd
Nippon Zenith Pipe Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kasei Kogyo Co Ltd, Nippon Zenith Pipe Co Ltd filed Critical Kasei Kogyo Co Ltd
Priority to JP08253995A priority Critical patent/JP3618392B2/en
Publication of JPH08277540A publication Critical patent/JPH08277540A/en
Application granted granted Critical
Publication of JP3618392B2 publication Critical patent/JP3618392B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE: To allow chemicals to smoothly permeate into the joint part of structures, by a method wherein the chemicals are passed-through from inside of a tube to outside thereof, ready mixed concreat is prevented from entering chemical injection way of a core-made tube to be heated at the time when electricity is turned on, and to periphery of its tube is covered with material having a low melting point. CONSTITUTION: A chemical feeding hose 1 is stuck on a part to be connected on one side of a concreate body with adhesive tape, and ready mixed concreate is placed being in contact with its part. In this case, until the ready mixed concreate placed is allowed to solidify, the periphery of a core-made tube 2 of the hose 1 is covered with a housing layer 3, and the ready mixed concrete placed is prevent from entering a chemical injection way 4. After that, a placed concrete body is formed, following which an electric current is applied to the tube 2, the tube 2 is heated, and the housing layer 3 is heated and melted, and finally the whole or part of the housing layer 3 is removed. At this time, chemicals are injected into the chemical injection way 4 of the tube 2 and are discharged toward the outside of the tube 2 out of the inside thereof through the stitches of the tube 2 and spaces between wire members. Furthermore, the chemicals permeate into a joint part at which a concrete body is joined to the placed concreat body, foam, and is allowed to harden, and the joint part is sealed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明はコンクリート構造物の
接続部をシールするための薬液注入ホースとそのホース
を用いたコンクリート構造物のシール工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a chemical solution injection hose for sealing a connection portion of a concrete structure and a method for sealing a concrete structure using the hose.

【0002】[0002]

【従来の技術】コンクリート体の接続部に接して生コン
クリートが打込まれ、これが固化されることで打設コン
クリート体が形成されるコンクリート構造物の接続部に
おける打ち継ぎ部分には、隙間が生じやすい。前記コン
クリート構造物の接続部における打ち継ぎ部分に発生す
る隙間に対し、シール剤、発泡剤、硬化剤等が混合され
た薬液を注入するために、例えば、特表平6−5062
75号公報に開示されたものが知られている。これにお
いては、規則的に穿孔が形成された給送チューブが貫通
微細孔を有する圧縮可能なケーシングで被われている。
2. Description of the Related Art Green concrete is poured into contact with a connecting portion of a concrete body, and when the concrete is solidified, a pouring concrete body is formed. Cheap. In order to inject a chemical liquid mixed with a sealing agent, a foaming agent, a curing agent, etc. into a gap generated at a jointing portion in the connection portion of the concrete structure, for example, Japanese Patent Publication No. 6-5062.
The one disclosed in Japanese Patent Publication No. 75 is known. In this, a regularly perforated feed tube is covered with a compressible casing having through-holes.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記したよ
うな構造をもつ薬液注入ホースにあっては、その給送チ
ューブの穿孔の目づまりはケーシングによって防止され
るが、給送チューブに注入された薬液が穿孔を通して吐
出される際、その薬液の吐出に対しケーシングが妨害物
となり、コンクリート構造物の接続部に対する薬液の浸
透が不充分となる場合がある。
By the way, in the chemical solution injecting hose having the above-mentioned structure, the clogging of the perforation of the feed tube is prevented by the casing, but it is injected into the feed tube. When the chemical liquid is discharged through the perforations, the casing may be an obstacle to the discharge of the chemical liquid, and the chemical liquid may not sufficiently penetrate into the connection portion of the concrete structure.

【0004】この発明の目的は、前記問題点に鑑み、コ
ンクリート構造物の接続部に対し薬液を不足なく円滑に
浸透させることができる薬液注入ホースとそのホースを
用いたコンクリート構造物のシール工法を提供すること
である。
In view of the above problems, an object of the present invention is to provide a chemical solution injecting hose capable of smoothly permeating a chemical solution into a connecting portion of a concrete structure and a sealing method for a concrete structure using the hose. Is to provide.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
に、請求項1の発明に係る薬液注入ホースは、コンクリ
ート体と打設コンクリート体との接続部に内設される薬
液注入ホースであって、筒内を薬液注入路とし、その筒
内から筒外に向けて薬液の通過を許容する筒構造をなす
とともに、電流が通電されることで発熱する材料よりな
る芯筒と、前記芯筒の薬液注入路に対し同芯筒の筒外か
ら生コンクリートが侵入することがないように前記芯筒
の外周を被う低融点材料よりなる外被層と、を備えてい
る。また、請求項2の発明に係る薬液注入ホースを用い
たコンクリート構造物のシール工法は、請求項1に記載
の薬液注入ホースを用いてコンクリート体と打設コンク
リート体との接続部をシールするシール工法であって、
前記コンクリート体の接続部に前記薬液注入ホースを配
設する工程と、前記コンクリート体の接続部に接して生
コンクリートを流し込み前記薬液注入ホースを埋設した
状態で固化させることで打設コンクリート体を形成する
工程と、前記薬液注入ホースの芯筒に電流を流して発熱
させ、その発熱に基づいて外被層を加熱溶融させて外被
層を取り除く工程と、前記芯筒の薬液注入路に、シール
のための薬液を注入する工程と、を備えている。
In order to achieve the above-mentioned object, a chemical solution injection hose according to the invention of claim 1 is a chemical solution injection hose internally provided at a connecting portion between a concrete body and a cast concrete body. And a core tube made of a material that generates heat when an electric current is applied to the core tube, and the core tube has a cylinder structure that allows the passage of the chemical solution from the inside of the cylinder to the outside of the cylinder. And a sheath layer made of a low-melting material covering the outer periphery of the core cylinder so that fresh concrete does not enter the outside of the concentric cylinder to the chemical liquid injection path. Further, a method for sealing a concrete structure using the chemical liquid injection hose according to the invention of claim 2 is a seal for sealing a connection portion between a concrete body and a cast concrete body using the chemical liquid injection hose of claim 1. The construction method,
A step of arranging the chemical liquid injection hose at the connection portion of the concrete body, and pouring fresh concrete in contact with the connection portion of the concrete body to solidify the chemical liquid injection hose in a buried state to form a cast concrete body A step of applying an electric current to the core tube of the chemical solution injecting hose to generate heat, and heating and melting the jacket layer based on the generated heat to remove the jacket layer; and a seal in the chemical solution injection path of the core tube. And a step of injecting a chemical solution for.

【0006】[0006]

【作用】前記したように構成されるこの発明において、
コンクリート体の一側面の接続部に薬液注入ホースが固
定された後、コンクリート体の接続部に接して生コンク
リートが打込まれ、前記コンクリート体の接続部と打込
まれた生コンクリートの接続部との間に薬液注入ホース
が埋設される。そして、前記生コンクリートが固化され
ることで打設コンクリート体が形成される。前記薬液注
入ホースの芯筒の外周は外被層によって被われているた
め、前記芯筒の薬液注入路に対し生コンクリートが侵入
する不具合が生じない。前記生コンクリートが固化さ
れ、これによって打設コンクリートが形成された後、芯
筒の通電発熱に基づいて外被層が加熱溶融され、芯筒の
外周から外被層が取り除かれる。このようにして芯筒の
外周から外被層が取り除かれた状態で前記芯筒の薬液注
入路に薬液が注入されることで、その薬液は芯筒の外側
に良好に吐出され、コンクリート体と打設コンクリート
体との接続部の打ち継ぎ部分における隙間に不足なく浸
透される。
In the present invention configured as described above,
After the chemical solution injection hose is fixed to the connection part on one side of the concrete body, fresh concrete is driven into contact with the connection part of the concrete body, and the connection part of the concrete body and the connection part of the driven fresh concrete A chemical injection hose is buried between them. Then, the ready-mixed concrete is solidified to form a cast concrete body. Since the outer circumference of the core tube of the chemical solution injection hose is covered with the outer coating layer, the problem that fresh concrete enters the chemical solution injection path of the core tube does not occur. After the green concrete is solidified and the cast concrete is formed by this, the jacket layer is heated and melted based on the energization heat generation of the core tube, and the jacket layer is removed from the outer periphery of the core tube. By thus injecting the chemical liquid into the chemical liquid injection path of the core cylinder in a state where the outer coat layer is removed from the outer periphery of the core cylinder, the chemical liquid is well discharged to the outside of the core cylinder, It penetrates into the gap at the joint part of the connection with the concrete casting body without any shortage.

【0007】[0007]

【実施例】以下、この発明の一実施例を図面にしたがっ
て説明する。図1において、薬液注入ホース1は、芯筒
2と外被層3とを備えている。前記芯筒2は、その筒内
を薬液注入路4とし、筒内から筒外に向けて薬液の通過
を許容する筒構造、例えば、図1に示すように、格子状
又はブレード状に編まれたネットが丸められて筒状に形
成されている。また、芯筒2は図2に示すように線材が
螺旋状に巻回されて筒状に形成されてもよい。さらに、
芯筒2は、電流が通電されることで発熱する材料、例え
ば鋼、ステンレス等の金属線材やカーボン繊維によって
形成されている。
An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, the chemical liquid injection hose 1 includes a core cylinder 2 and an outer cover layer 3. The core cylinder 2 has a chemical liquid injection path 4 in the cylinder, and has a cylindrical structure that allows passage of the chemical liquid from the inside to the outside of the cylinder, for example, as shown in FIG. 1, is knitted in a lattice shape or a blade shape. The net is rolled into a tubular shape. Further, the core tube 2 may be formed into a tubular shape by spirally winding a wire rod as shown in FIG. further,
The core tube 2 is formed of a material that generates heat when an electric current is applied, for example, a metal wire material such as steel or stainless steel or carbon fiber.

【0008】前記外被層3は、芯筒2の筒外から薬液注
入路4に生コンクリートが侵入することがないように芯
筒2の外周を被うものであり、芯筒2の通電発熱に基づ
いて溶融される低融点樹脂、ろう等を素材とする薄肉シ
ートによって形成されている。
The outer coat layer 3 covers the outer periphery of the core cylinder 2 so as to prevent fresh concrete from entering the chemical liquid injection path 4 from outside the core cylinder 2, and the core cylinder 2 is energized to generate heat. It is formed of a thin sheet made of a low melting point resin, a wax, etc.

【0009】次に、前記したように構成されるこの実施
例の薬液注入ホースの作用とともにコンクリート構造物
のシール工法を図3〜図6にしたがって説明する。ま
ず、図3に示すように、コンクリート体11の一側面の
接続部に薬液注入ホース1が固定手段、例えば、粘着テ
ープ12によって固定される。また、図7の(A)に示
すように、コンクリート体11を工場において成型する
ときに、そのコンクリート体11の一側面に対し、薬液
注入ホース1を、その断面の半分程度埋込むことで固定
してもよい。さらに、図7の(B)に示すように、コン
クリート体11の一側面に断面半円形の凹みを形成し、
その凹み部13に薬液注入ホース1を嵌込んで固定して
もよい。
Next, the function of the chemical solution injection hose of this embodiment constructed as described above and the method of sealing the concrete structure will be described with reference to FIGS. First, as shown in FIG. 3, the chemical solution injection hose 1 is fixed to a connection portion on one side surface of the concrete body 11 by a fixing means, for example, an adhesive tape 12. Further, as shown in FIG. 7 (A), when the concrete body 11 is molded in a factory, the chemical solution injection hose 1 is embedded in one side surface of the concrete body 11 by embedding about half of its cross section. You may. Further, as shown in FIG. 7B, a recess having a semicircular cross section is formed on one side surface of the concrete body 11,
The liquid medicine injection hose 1 may be fitted and fixed in the recess 13.

【0010】前記したように、コンクリート体11の一
側面の接続部に薬液注入ホース1が固定された後、コン
クリートの打込み現場において、図4に示すように、前
記コンクリート体11の接続部に接して生コンクリート
20が打込まれ、前記コンクリート体11の接続部と打
込まれた生コンクリート20の接続部との間に薬液注入
ホース1が埋設される。そして、前記生コンクリート2
0が固化されることで打設コンクリート体21が形成さ
れる。前記生コンクリート20の打込みから固化する時
において、薬液注入ホース1の芯筒2の外周は外被層3
によって被われているため、前記芯筒2の薬液注入路4
に対し生コンクリート20が侵入する不具合が生じな
い。
As described above, after the chemical liquid injection hose 1 is fixed to the connection portion on one side of the concrete body 11, it is contacted with the connection portion of the concrete body 11 as shown in FIG. The fresh concrete 20 is poured in, and the chemical solution injection hose 1 is embedded between the connecting portion of the concrete body 11 and the connecting portion of the poured fresh concrete 20. And the concrete 2
When 0 is solidified, the cast concrete body 21 is formed. When the raw concrete 20 is solidified from being poured, the outer periphery of the core tube 2 of the chemical solution injection hose 1 is covered with the outer coating layer 3
The liquid injection path 4 of the core tube 2 because it is covered by
On the other hand, the problem that the ready-mixed concrete 20 penetrates does not occur.

【0011】前記生コンクリート20が固化され、これ
によって打設コンクリート体21が形成された後、芯筒
2に所要の電流が通電され、これによって芯筒2が発熱
する。すると、芯筒2の発熱に基づいて外被層3が加熱
溶融され、図5に示すように芯筒2の外周から外被層3
が全体又は部分的に取り除かれる。
After the ready-mixed concrete 20 is solidified and the cast concrete body 21 is formed by this, a required current is applied to the core tube 2, which causes the core tube 2 to generate heat. Then, the jacket layer 3 is heated and melted based on the heat generation of the core tube 2, and as shown in FIG.
Are wholly or partly removed.

【0012】ここで、芯筒2の薬液流入路4に対しシー
ル剤、発泡剤、硬化剤等が混合された液状の薬液31が
注入される。すると、前記薬液31は、芯筒2の編目や
線材間を通してその内側から外側に向けて吐出される。
そして吐出された薬液31は、コンクリート体11と打
設コンクリート体21との接続部の打ち継ぎ部分におけ
る隙間に浸透されて発泡硬化され、これによって前記接
続部が良好にシールされる。
Here, a liquid chemical solution 31 in which a sealing agent, a foaming agent, a curing agent, etc. are mixed is injected into the chemical solution inflow path 4 of the core tube 2. Then, the chemical liquid 31 is discharged from the inside to the outside through the stitches and the wire of the core tube 2.
Then, the discharged chemical liquid 31 is permeated into the gap in the splicing joint portion of the connection portion between the concrete body 11 and the cast concrete body 21 and is foamed and cured, whereby the connection portion is well sealed.

【0013】[0013]

【発明の効果】以上述べたように、この発明によればコ
ンクリート構造物の接続部に対し薬液を不足なく円滑に
浸透させることができ、前記接続部を良好にシールする
ことができる。
As described above, according to the present invention, the chemical liquid can be smoothly permeated into the connection portion of the concrete structure, and the connection portion can be well sealed.

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

【図1】この発明の一実施例の薬液注入ホースを破断し
て示す斜視図である。
FIG. 1 is a perspective view showing a chemical liquid injection hose according to an embodiment of the present invention in a cutaway manner.

【図2】同じく芯筒の実施態様を示す斜視図である。FIG. 2 is a perspective view showing an embodiment of a core tube.

【図3】同じくコンクリート体の接続部に薬液注入ホー
スを固定した状態を示す断面図である。
FIG. 3 is a cross-sectional view showing a state in which a chemical liquid injection hose is similarly fixed to a connection portion of a concrete body.

【図4】同じくコンクリート体に接続部に接して生コン
クリートを打設した状態を示す断面図である。
FIG. 4 is a cross-sectional view showing a state in which green concrete is similarly placed in contact with a connection portion on a concrete body.

【図5】同じく薬液注入ホースの外被層が取除かれた状
態を示す断面図である。
FIG. 5 is a cross-sectional view showing a state in which the outer coat layer of the chemical liquid injection hose is also removed.

【図6】同じく芯筒の薬液注入路に薬液が注入された状
態を示す断面図である。
FIG. 6 is a cross-sectional view showing a state in which a liquid medicine has been injected into the liquid medicine injection passage of the core cylinder.

【図7】コンクリート体の接続部に対し薬液注入ホース
を固定する手段の実施態様をそれぞれ示す断面図であ
る。
FIG. 7 is a cross-sectional view showing an embodiment of means for fixing the chemical liquid injection hose to the connection portion of the concrete body.

【符号の説明】[Explanation of symbols]

1 薬液注入ホース 2 芯筒 3 外被層 4 薬液注入路 11 コンクリート体 21 打設コンクリート体 31 薬液 1 Chemical Liquid Injection Hose 2 Core Cylinder 3 Outer Layer 4 Chemical Liquid Injection Channel 11 Concrete Body 21 Casting Concrete Body 31 Chemical Liquid

フロントページの続き (72)発明者 小橋 敏明 愛知県大府市横根町坊主山1番地の64 化 成工業株式会社内Front Page Continuation (72) Inventor Toshiaki Kobashi 64 Kasei Kogyo Co., Ltd. at No. 1 Buzuyama, Yokone Town, Obu City, Aichi Prefecture

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート体と打設コンクリート体と
の接続部に内設される薬液注入ホースであって、 筒内を薬液注入路とし、その筒内から筒外に向けて薬液
の通過を許容する筒構造をなすとともに、電流が通電さ
れることで発熱する材料よりなる芯筒と、 前記芯筒の薬液注入路に対し同芯筒の筒外から生コンク
リートが侵入することがないように前記芯筒の外周を被
う低融点材料よりなる外被層と、を備えていることを特
徴とする薬液注入ホース。
1. A chemical liquid injecting hose internally provided at a connecting portion between a concrete body and a cast concrete body, wherein a chemical liquid injecting passage is formed in the cylinder, and the chemical liquid is allowed to pass from the inside of the cylinder to the outside of the cylinder. And a core tube made of a material that generates heat when an electric current is applied to the core tube, and so that the concrete does not enter from the outside of the core tube to the liquid injection path of the core tube. A chemical solution injection hose, comprising: a sheath layer made of a low melting point material covering the outer periphery of the core tube.
【請求項2】 請求項1に記載の薬液注入ホースを用い
てコンクリート体と打設コンクリート体との接続部をシ
ールするシール工法であって、 前記コンクリート体の接続部に前記薬液注入ホースを配
設する工程と、 前記コンクリート体の接続部に接して生コンクリートを
流し込み前記薬液注入ホースを埋設した状態で固化させ
ることで打設コンクリート体を形成する工程と、 前記薬液注入ホースの芯筒に電流を流して発熱させ、そ
の発熱に基づいて外被層を加熱溶融させて外被層を取り
除く工程と、 前記芯筒の薬液注入路に、シールのための薬液を注入す
る工程と、を備えていることを特徴とする薬液注入ホー
スを用いたコンクリート構造物のシール工法。
2. A seal construction method for sealing a connection portion between a concrete body and a cast concrete body by using the chemical liquid injection hose according to claim 1, wherein the chemical liquid injection hose is arranged at the connection portion of the concrete body. A step of setting, a step of forming a cast concrete body by pouring fresh concrete in contact with the connection portion of the concrete body and solidifying in a state where the chemical solution injection hose is embedded; And heat to melt the jacket layer based on the heat generation to remove the jacket layer, and a step of injecting a drug solution for sealing into the drug solution injection path of the core cylinder. A method for sealing concrete structures using a chemical injection hose characterized in that
JP08253995A 1995-04-07 1995-04-07 Chemical solution injection hose and concrete structure sealing method using the hose Expired - Fee Related JP3618392B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08253995A JP3618392B2 (en) 1995-04-07 1995-04-07 Chemical solution injection hose and concrete structure sealing method using the hose

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08253995A JP3618392B2 (en) 1995-04-07 1995-04-07 Chemical solution injection hose and concrete structure sealing method using the hose

Publications (2)

Publication Number Publication Date
JPH08277540A true JPH08277540A (en) 1996-10-22
JP3618392B2 JP3618392B2 (en) 2005-02-09

Family

ID=13777322

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08253995A Expired - Fee Related JP3618392B2 (en) 1995-04-07 1995-04-07 Chemical solution injection hose and concrete structure sealing method using the hose

Country Status (1)

Country Link
JP (1) JP3618392B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006029345A (en) * 2004-07-12 2006-02-02 Ashimori Ind Co Ltd Grout press fitting pipe
JP2015117485A (en) * 2013-12-17 2015-06-25 大成建設株式会社 Method for extending with concrete, gap forming frame and column structure
JP2019143350A (en) * 2018-02-20 2019-08-29 株式会社竹中工務店 Press-in construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006029345A (en) * 2004-07-12 2006-02-02 Ashimori Ind Co Ltd Grout press fitting pipe
JP2015117485A (en) * 2013-12-17 2015-06-25 大成建設株式会社 Method for extending with concrete, gap forming frame and column structure
JP2019143350A (en) * 2018-02-20 2019-08-29 株式会社竹中工務店 Press-in construction method

Also Published As

Publication number Publication date
JP3618392B2 (en) 2005-02-09

Similar Documents

Publication Publication Date Title
JPH08277540A (en) Chemical feeding hose, and concrete structure-sealing method using its hose
US4514035A (en) Cable with an outer jacket of gnaw resistant material
JP4660803B2 (en) Joint structure of precast segment in PC bridge
NL8100499A (en) HOSE-SHAPED SEALING FOR CONCRETE JOINTS; AND METHOD FOR ESTABLISHING A CONCRETE SEAL.
JPS585346B2 (en) Processing method for joints in reverse pouring method
JP4086302B2 (en) Snow extinguishing block and manufacturing method thereof
WO1995011352A1 (en) Hose for chemical injection in concrete
JPH0310460Y2 (en)
JPH024724B2 (en)
JP2504348B2 (en) Waterproofing method for concrete splicing part
JP3151722B2 (en) Method and material for reinforcing concrete column
JPH10148010A (en) Spiral sheath
JP3069068B2 (en) Injection forming material for concrete reverse joint
JPS54123180A (en) Method of clogging through holes on the wall of resin pipe that are arranged in parallel with the pipe axis
JPH07247569A (en) Manufacture of waterproof driving pc panel form
JPH05171740A (en) Screw joint for steel bar and connecting method
SU1222765A1 (en) Method of producing concrete structure with drainage components
JP2009150074A (en) Hose for grouting water cut-off material and method of grouting water cut-off material to concrete placing joint section
JPH10280724A (en) Execution method of water leak prevention sheet
JP2001049869A (en) Reinforcement cover
JP2532217B2 (en) Method for manufacturing concrete pipe
JP3092316B2 (en) Joint material for connecting hollow drain material, drain material, and method of installing drain material
JP2005164003A (en) Resin penetrated hose
JP2860809B2 (en) Core for manufacturing electric fusion joints
JP2002089757A (en) Injection hose and placing joint method of concrete

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20040930

Free format text: JAPANESE INTERMEDIATE CODE: A971007

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20041019

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20041110

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 6

Free format text: PAYMENT UNTIL: 20101119

LAPS Cancellation because of no payment of annual fees