JP2003064786A - Method and apparatus for injecting repairing agent at joint portion of structure - Google Patents

Method and apparatus for injecting repairing agent at joint portion of structure

Info

Publication number
JP2003064786A
JP2003064786A JP2001252985A JP2001252985A JP2003064786A JP 2003064786 A JP2003064786 A JP 2003064786A JP 2001252985 A JP2001252985 A JP 2001252985A JP 2001252985 A JP2001252985 A JP 2001252985A JP 2003064786 A JP2003064786 A JP 2003064786A
Authority
JP
Japan
Prior art keywords
repair agent
fastening
nut
joint portion
fastening bolt
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.)
Pending
Application number
JP2001252985A
Other languages
Japanese (ja)
Inventor
Takashi Sato
隆 佐藤
Akira Terayama
明 寺山
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.)
Nippon Kayaku Co Ltd
Original Assignee
Nippon Kayaku 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 Nippon Kayaku Co Ltd filed Critical Nippon Kayaku Co Ltd
Priority to JP2001252985A priority Critical patent/JP2003064786A/en
Publication of JP2003064786A publication Critical patent/JP2003064786A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a method for infilling a repairing agent at a joint portion of a structure, which extremely facilitates its pretreatment, and does not mar the appearance of the structure, and to provide an apparatus for infilling the same. SOLUTION: The joint portion of the structure is formed by connecting a plurality of PC plates 1, 1 to each other by a fastener consisting of a fastening bolt 2 and fastening nuts screwed onto screw portions of the fastening bolt 2. The apparatus for infilling the repairing agent at the joint portion of the structure, is comprised of enclosure introducing nuts 3 screwed onto the fastening bolt, in place of the fastening nuts, and an injecting pump 4 for press-fitting the repairing agent into the enclosure introducing nuts 3.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、構造物の接合部に
おける補修剤の充填方法および装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and a device for filling a repair agent in a joint portion of a structure.

【0002】[0002]

【従来の技術】一般に、図3に示すように、プレキャス
トコンクリート板(PC板)を締結ボルトBおよび締結
ナットNにより接合して構成される鉄筋コンクリート構
造物などでは、その接合面が完全に密着することは殆ど
なく、多少の隙間G′が存在する。また、上記PC板の
ボルト孔Hと締結ボルトBとの間にも隙間G″が存在す
る。これらの隙間G′、G″には雨水等が侵入して、コ
ンクリートを劣化させたり、鉄筋(図示せず)や締結ボ
ルトBを腐食させ、構造強度を低下させる虞れがあり、
その補修を必要とする。このような補修は、上記コンク
リート系の構造物に限らず、雨水等により腐食する金属
系の構造物や腐蝕の虞れのある木質系の構造物等でも例
外ではない。
2. Description of the Related Art Generally, as shown in FIG. 3, in a reinforced concrete structure constructed by joining a precast concrete plate (PC plate) with fastening bolts B and fastening nuts N, the joining surfaces are in complete contact. In most cases, there is some gap G '. Further, there is a gap G ″ between the bolt hole H of the PC plate and the fastening bolt B. Rainwater or the like enters these gaps G ′ and G ″ to deteriorate concrete or reinforce (Not shown) or the fastening bolt B may be corroded and the structural strength may be reduced.
It needs repair. Such repairs are not limited to the concrete structures described above, and are not an exception for metal structures that are corroded by rainwater or the like, and wood structures that may be corroded.

【0003】従来、上記鉄筋コンクリート構造物の劣化
や腐食部分の補修に際しては、上記隙間G′のコンクリ
ート表面に現れた部分に注入ノズル等を差し込んで補修
剤を圧入したり、あるいはPC板内の隙間G′やG″に
向けて外から注入孔を穿設し、該注入孔に注入ノズル等
を取り付けて、上記隙間G′、G″にまで補修剤を注入
していた。
[0003] Conventionally, when repairing a deteriorated or corroded portion of the reinforced concrete structure, an injection nozzle or the like is inserted into a portion of the gap G'appearing on the concrete surface to press-in a repair agent, or a gap in the PC board. An injection hole is formed from the outside toward G ′ and G ″, and an injection nozzle is attached to the injection hole to inject the repair agent into the gaps G ′ and G ″.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記従
来の補修技術は、注入ノズルの取り付けや注入孔の穿設
がどの前処理作業を必要とするだけでなく、構造物の外
観を損なう等の問題点があった。
However, the above-mentioned conventional repair techniques have problems that not only the pretreatment work such as the mounting of the injection nozzle and the drilling of the injection hole, but also the appearance of the structure is impaired. There was a point.

【0005】本発明は、上記従来の問題点を解決するた
めになされたもので、その目的とするところは、前処理
作業が極めて簡単であるだけでなく、構造物の外観を損
なう虞れのない構造物の接合部における補修剤の充填方
法および装置を提供することにある。
The present invention has been made in order to solve the above-mentioned conventional problems, and the purpose thereof is not only the pretreatment work is extremely simple, but also the appearance of the structure may be impaired. It is an object of the present invention to provide a method and a device for filling a repair agent in a joint portion of a structure that does not exist.

【0006】[0006]

【課題を解決するための手段】本発明の構造物の接合部
における補修剤の充填方法は、複数の構造部材を締結具
により接合して構成した構造物の接合部において、上記
締結具の露出部から、接合部の隙間に補修剤を圧入する
ことを特徴とする。また、上記締結具の露出部が、締結
ボルトのネジ部とこれに螺合する締結ナットあることを
特徴とする。さらに、上記締結ナットを外して閉塞誘導
ナットを螺着し、該閉塞誘導ナット内に補修剤を圧入す
ることを特徴とする。又更に、上記締結ナットの周囲に
閉塞カップを被着して、該閉塞カップ内に補修剤を圧入
することを特徴とするものである。
According to a method of filling a repair agent in a joint portion of a structure of the present invention, the fastener is exposed at a joint portion of a structure formed by joining a plurality of structural members with a fastener. It is characterized in that the repair agent is pressed into the gap of the joint from the portion. The exposed portion of the fastener is a threaded portion of a fastening bolt and a fastening nut that is screwed into the threaded portion. Furthermore, the fastening nut is removed, the closing guide nut is screwed, and the repairing agent is pressed into the closing guide nut. Furthermore, the present invention is characterized in that a closing cup is adhered around the fastening nut, and a repair agent is press-fitted into the closing cup.

【0007】また、本発明の構造物の接合部における補
修剤の充填装置は、複数の構造部材を、締結ボルトとそ
のネジ部に螺合する締結ナットから成る締結具により接
合して構成した構造物の接合部において、上記締結ナッ
トに代えて螺着する閉塞誘導ナットと、該閉塞誘導ナッ
ト内に補修剤を圧入する手段から構成されることを特徴
とする。また、複数の構造部材を、締結ボルトとそのネ
ジ部に螺合する締結ナットから成る締結具により接合し
て構成した構造物の接合部において、上記締結ナットの
周囲に被着される閉塞カップと、該閉塞カップ内に補修
剤を圧入する手段から構成されることを特徴とするもの
である。
Further, the device for filling the repair agent in the joint portion of the structure of the present invention has a structure in which a plurality of structural members are joined by a fastener consisting of a fastening bolt and a fastening nut screwed to the threaded portion thereof. It is characterized by comprising a closing guide nut screwed in place of the fastening nut at a joint portion of the article, and a means for press-fitting a repairing agent into the closing guide nut. In addition, at a joint portion of a structure configured by joining a plurality of structural members with a fastener composed of a fastening bolt and a fastening nut that is screwed into a threaded portion thereof, a closing cup that is attached around the fastening nut. And a means for press-fitting a repair agent into the closing cup.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態につい
て、図面を参照しながら説明する。図1(A)におい
て、1はPC板であって、締結ボルト2により相互に接
合されている。3は、締結ナットに代えて上記締結ボル
ト2に締め込まれた閉塞誘導ナットであり、図1(B)
(C)からも明らかなように、その雌ネジ3aの一部
(本実施例では2箇所)に誘導溝3bが形成されてい
る。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. In FIG. 1A, reference numeral 1 is a PC plate, which is joined to each other by fastening bolts 2. Reference numeral 3 is a closing guide nut that is tightened into the fastening bolt 2 instead of the fastening nut, as shown in FIG.
As is clear from (C), the guide groove 3b is formed in a part (two positions in this embodiment) of the female screw 3a.

【0009】4は充填剤用の注入ポンプであって、その
ホース4aの先端には、注入ノズル5が取り付けられて
いる。該注入ノズル5は、上記閉塞誘導ナット3に形成
された注入穴3cに嵌挿されている。6は、PC板1と
閉塞誘導ナット3間の隙間をシールするパッキンであ
る。
An injection pump 4 for the filler is provided with an injection nozzle 5 at the tip of the hose 4a. The injection nozzle 5 is inserted into an injection hole 3c formed in the closing guide nut 3. 6 is a packing that seals the gap between the PC plate 1 and the closing guide nut 3.

【0010】上記実施例の補修剤の充填装置は、以上の
ように構成されているので、補修剤は、上記注入ポンプ
4からホース4aおよび注入ノズル5を経て上記閉塞誘
導ナット3内に注入される。閉塞誘導ナット3内に注入
された補修剤は、該閉塞誘導ナット3に形成された上記
誘導溝3bを通って上記隙間G″、G′に充填される。
Since the repair agent filling device of the above embodiment is constructed as described above, the repair agent is injected from the injection pump 4 through the hose 4a and the injection nozzle 5 into the closing guide nut 3. It The repair agent injected into the closing guide nut 3 passes through the guide groove 3b formed in the closing guide nut 3 and fills the gaps G ″ and G ′.

【0011】上記補修剤としては、一般に使用されてい
る液体状の注入用の補修剤であればいずれでも良い。具
体的には、低粘性ウレタン、水ガラス等の止水剤、低粘
性エポキシ樹脂剤等の補強剤、硝酸リチウム溶液等の鉄
筋腐食防止剤、等を挙げることができる。
The repair agent may be any of the commonly used liquid repair agents for injection. Specific examples include low-viscosity urethane, water-stopping agents such as water glass, reinforcing agents such as low-viscosity epoxy resin agents, and reinforcing bar corrosion inhibitors such as lithium nitrate solutions.

【0012】上記図1の実施例では、締結ボルト2に螺
合する締結ナットを外して閉塞誘導ナット3を締め付け
固定したが、該締結ナットを取り外すことが不可能ある
いは不適当な場合がある。このような場合には、図2の
別の実施例で示すように、締結ナットNをそのままにし
て、その周囲に閉塞カップ7を被せる。該閉塞カップ7
はジャッキ8および楔9によりPC板1に圧着される。
10は、PC板1と閉塞カップ7間の隙間をシールする
パッキンである。4は注入ポンプ、4aはホース、5は
注入ノズルである。
In the embodiment of FIG. 1 described above, the fastening nut that is screwed onto the fastening bolt 2 is removed and the closing guide nut 3 is tightened and fixed. However, there are cases where it is impossible or inappropriate to remove the fastening nut. In such a case, as shown in another embodiment of FIG. 2, the fastening nut N is left as it is, and the closing cup 7 is covered around it. The closing cup 7
Is pressed onto the PC board 1 by the jack 8 and the wedge 9.
A packing 10 seals a gap between the PC plate 1 and the closing cup 7. 4 is an injection pump, 4a is a hose, and 5 is an injection nozzle.

【0013】従って、注入ポンプ4からホース4aおよ
び注入ノズル5を経て上記閉塞カップ7内に注入された
補修剤は、PC板1と締結ナットN(座金を含む)との
隙間や、締結ボルト2と締結ナットNの螺合部の隙間等
を通って上記隙間G′、G″に充填される。
Therefore, the repair agent injected from the injection pump 4 through the hose 4a and the injection nozzle 5 into the closing cup 7 has a clearance between the PC plate 1 and the fastening nut N (including the washer) and the fastening bolt 2. And the clearances G ′ and G ″ are filled through the clearances of the threaded portions of the fastening nut N.

【0014】本発明の構造物は、上記PCコンクリート
系構造物に限定するものではなく、例えば、現場打ちコ
ンクリートのセパレータ部分、水等による腐食が発生す
る虞れのある金属系構造物、水等の侵入による腐蝕が発
生する虞れのある木質系構造物であってもよい。また、
本発明の締結具は、上記締結ボルトや締結ナットに限定
するものではない。
The structure of the present invention is not limited to the above PC concrete-based structure. For example, a separator part of cast-in-place concrete, a metal-based structure which may be corroded by water, water, etc. It may be a wood-based structure that may be corroded due to invasion of wood. Also,
The fastener of the present invention is not limited to the above fastening bolts and fastening nuts.

【0015】[0015]

【発明の効果】本発明は、締結具の露出部から内部の隙
間に補修剤を圧入することにより、構造物に注入ノズル
を直接取り付けたり、構造物に注入孔を穿設する必要が
ないので、前処理作業が極めて簡単で、構造物の外観を
損なう虞れがない。
According to the present invention, it is not necessary to directly attach the injection nozzle to the structure or to form the injection hole in the structure by press-fitting the repair agent from the exposed portion of the fastener into the internal gap. The pretreatment work is extremely simple, and there is no fear of impairing the appearance of the structure.

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

【図1】本発明の一実施例を示す説明図(A)、そのイ
−イ断面図、および閉塞誘導ナットの半断面斜視図
(C)である。
FIG. 1 is an explanatory view (A) showing an embodiment of the present invention, a sectional view taken along the line YY, and a perspective view (C) showing a half section of a closing guide nut.

【図2】本発明の別の実施例を示す説明図である。FIG. 2 is an explanatory diagram showing another embodiment of the present invention.

【図3】一般的なプレキャストコンクリートの接合構造
の説明図である。
FIG. 3 is an explanatory view of a joint structure of general precast concrete.

【符号の説明】[Explanation of symbols]

1 PC板 2 締結ボルト 3 閉塞誘導ナット 3a 雌ネジ 3b 誘導溝 3c 注入穴 4 注入ポンプ 4a ホース 5 注入ノズル 6 パッキン 7 閉塞カップ 8 ジャッキ 9 楔 10 パッキン 1 PC board 2 Fastening bolt 3 Closure induction nut 3a female screw 3b guide groove 3c injection hole 4 infusion pump 4a hose 5 injection nozzles 6 packing 7 Closure cup 8 jacks 9 wedge 10 packing

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成13年11月16日(2001.11.
16)
[Submission date] November 16, 2001 (2001.11.
16)

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】全図[Correction target item name] All drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図1】 [Figure 1]

【図2】 [Fig. 2]

【図3】 [Figure 3]

───────────────────────────────────────────────────── フロントページの続き (72)発明者 寺山 明 東京都西東京市新町5−9−15 日本化薬 バッサー株式会社内 Fターム(参考) 2E125 AA53 AA70 AE02 AG11 AG20 BA12 BB08 BD01 CA05 CA14 EA01 EA26 EB12    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Akira Terayama             5-9-15 Shinmachi, Nishi-Tokyo, Tokyo Nippon Kayaku             Bassar Co., Ltd. F-term (reference) 2E125 AA53 AA70 AE02 AG11 AG20                       BA12 BB08 BD01 CA05 CA14                       EA01 EA26 EB12

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 複数の構造部材を締結具により接合して
構成した構造物の接合部において、上記締結具の露出部
から、接合部の隙間に補修剤を圧入することを特徴とす
る補修剤の充填方法。
1. A repair agent, characterized in that, at a joint portion of a structure formed by joining a plurality of structural members with a fastener, a repair agent is press-fitted into a gap of the joint portion from an exposed portion of the fastener. Filling method.
【請求項2】 上記締結具の露出部が、締結ボルトのネ
ジ部とこれに螺合する締結ナットあることを特徴とする
請求項1に記載の補修剤の充填方法。
2. The method of filling a repair agent according to claim 1, wherein the exposed portion of the fastener is a threaded portion of a fastening bolt and a fastening nut screwed with the threaded portion.
【請求項3】 上記締結ナットを外して閉塞誘導ナット
を螺着し、該閉塞誘導ナット内に補修剤を圧入すること
を特徴とする請求項2に記載の補修剤の充填方法。
3. The method of filling a repair agent according to claim 2, wherein the fastening nut is removed, a closing guide nut is screwed on, and the repair agent is press-fitted into the closing guide nut.
【請求項4】 上記締結ナットの周囲に閉塞カップを被
着して、該閉塞カップ内に補修剤を圧入することを特徴
とする請求項2に記載の補修剤の充填方法。
4. The method for filling a repair agent according to claim 2, wherein a closing cup is attached to the periphery of the fastening nut, and the repair agent is pressed into the closing cup.
【請求項5】 複数の構造部材を、締結ボルトとそのネ
ジ部に螺合する締結ナットから成る締結具により接合し
て構成した構造物の接合部において、上記締結ナットに
代えて螺着する閉塞誘導ナットと、該閉塞誘導ナット内
に補修剤を圧入する手段から構成されることを特徴とす
る補修剤の充填装置。
5. A closure, which is screwed in place of the fastening nut, at a joint of a structure formed by joining a plurality of structural members with a fastener consisting of a fastening bolt and a fastening nut screwed to a threaded portion thereof. A repair agent filling device comprising a guide nut and means for press-fitting the repair agent into the closed guide nut.
【請求項6】 複数の構造部材を、締結ボルトとそのネ
ジ部に螺合する締結ナットから成る締結具により接合し
て構成した構造物の接合部において、上記締結ナットの
周囲に被着される閉塞カップと、該閉塞カップ内に補修
剤を圧入する手段から構成されることを特徴とする補修
剤の充填装置。
6. A joint of a structure formed by joining a plurality of structural members with a fastener consisting of a fastening bolt and a fastening nut screwed into a threaded portion of the fastening bolt, and is attached around the fastening nut. A repair agent filling device comprising a closing cup and means for press-fitting the repair agent into the closing cup.
JP2001252985A 2001-08-23 2001-08-23 Method and apparatus for injecting repairing agent at joint portion of structure Pending JP2003064786A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001252985A JP2003064786A (en) 2001-08-23 2001-08-23 Method and apparatus for injecting repairing agent at joint portion of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001252985A JP2003064786A (en) 2001-08-23 2001-08-23 Method and apparatus for injecting repairing agent at joint portion of structure

Publications (1)

Publication Number Publication Date
JP2003064786A true JP2003064786A (en) 2003-03-05

Family

ID=19081376

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001252985A Pending JP2003064786A (en) 2001-08-23 2001-08-23 Method and apparatus for injecting repairing agent at joint portion of structure

Country Status (1)

Country Link
JP (1) JP2003064786A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013028954A (en) * 2011-07-28 2013-02-07 Toyota T & S Kensetsu Kk Precast concrete member crimp-connection method
CN111691571A (en) * 2020-06-17 2020-09-22 杭州铁木辛柯建筑结构设计事务所有限公司 Bolted precast concrete block groove type rib buckling-restrained steel plate earthquake-resistant wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56167056A (en) * 1980-05-23 1981-12-22 Nippon Steel Corp Repairing of flaked mortar wall surface and prevention of possible flaking
JPH06136841A (en) * 1992-10-29 1994-05-17 Hokukon:Kk Joint method for concrete block nd concrete block used for the method, and molding device for forming joint recess section of the concrete block
JPH08232939A (en) * 1995-02-24 1996-09-10 Artes:Kk Bolt joining device together with adhesive
JP2000186424A (en) * 1998-12-22 2000-07-04 Towa Kaihatsu:Kk Mortar filling unit

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56167056A (en) * 1980-05-23 1981-12-22 Nippon Steel Corp Repairing of flaked mortar wall surface and prevention of possible flaking
JPH06136841A (en) * 1992-10-29 1994-05-17 Hokukon:Kk Joint method for concrete block nd concrete block used for the method, and molding device for forming joint recess section of the concrete block
JPH08232939A (en) * 1995-02-24 1996-09-10 Artes:Kk Bolt joining device together with adhesive
JP2000186424A (en) * 1998-12-22 2000-07-04 Towa Kaihatsu:Kk Mortar filling unit

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013028954A (en) * 2011-07-28 2013-02-07 Toyota T & S Kensetsu Kk Precast concrete member crimp-connection method
CN111691571A (en) * 2020-06-17 2020-09-22 杭州铁木辛柯建筑结构设计事务所有限公司 Bolted precast concrete block groove type rib buckling-restrained steel plate earthquake-resistant wall

Similar Documents

Publication Publication Date Title
JP2003064786A (en) Method and apparatus for injecting repairing agent at joint portion of structure
JPH0617575B2 (en) Steel pipe pile connection method
JP2000179053A (en) Connecting metal
DE102016012297A1 (en) Reinforced concrete structure
KR100399152B1 (en) A Repairing Method for the Foundation of Bridge
JP3027556B2 (en) Forming method between lower steel plate and girder flange on steel and concrete composite slab
KR940021866A (en) Damaged part reinforcement method such as concrete column
JP2002147028A (en) Sealed space press-fitting hardening repairing method for concrete building
JPH09177037A (en) Provisionally attaching device for reinforcing steel plate of architectural structure
JPS623485Y2 (en)
JP2978714B2 (en) Mounting method of PC formwork in driving formwork method
JPH09184136A (en) Bearing plate and stabilization method for cut slope using the bearing plate
JP2531105Y2 (en) Joint structure of steel column base and anchor bolt
JPS647189B2 (en)
JPH0637774B2 (en) Column base joining method
JPH0649657U (en) Formwork equipment for precast reinforced concrete column joints
JPH1136517A (en) Screw reinforcement joint device
JPH0710104U (en) Column base plate fixing method
JPH09273308A (en) Steel pipe column concrete press-in method
JPH0444748Y2 (en)
JP2576787Y2 (en) Pile head joint hardware
KR200151573Y1 (en) A bolt structure prevented unfastened for constant fastening
JP2004060155A (en) Reinforcing construction method for existing steel pipe pile
JPH03477Y2 (en)
JP2532813Y2 (en) Attachment equipment for pillars such as buildings

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080818

A977 Report on retrieval

Effective date: 20101104

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20101108

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20110307