JP2954582B1 - Installation method of plate material to existing members - Google Patents

Installation method of plate material to existing members

Info

Publication number
JP2954582B1
JP2954582B1 JP28588398A JP28588398A JP2954582B1 JP 2954582 B1 JP2954582 B1 JP 2954582B1 JP 28588398 A JP28588398 A JP 28588398A JP 28588398 A JP28588398 A JP 28588398A JP 2954582 B1 JP2954582 B1 JP 2954582B1
Authority
JP
Japan
Prior art keywords
plate
existing member
plate material
existing
injection
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP28588398A
Other languages
Japanese (ja)
Other versions
JP2000096832A (en
Inventor
勝治 山賀
宏 岡上
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.)
SHOOBONDO KENSETSU KK
Original Assignee
SHOOBONDO KENSETSU KK
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 SHOOBONDO KENSETSU KK filed Critical SHOOBONDO KENSETSU KK
Priority to JP28588398A priority Critical patent/JP2954582B1/en
Application granted granted Critical
Publication of JP2954582B1 publication Critical patent/JP2954582B1/en
Publication of JP2000096832A publication Critical patent/JP2000096832A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

【要約】 【課題】 既設部材への板材の仮止めは、煩雑であるば
かりでなく、既設部材へ板材を設置した後は除去しなけ
ればならない。 【解決手段】 既設部材と既設部材へ取り付ける板材の
対向面に適宜の間隔で適宜の寸法の面ファスナーをそれ
ぞれ対となる凸側と凹側とが向い合うようにして接着す
るとともに面ファスナーの表面に接着剤を塗布した後、
該面ファスナーを利用して既設部材に板材を取り付け、
既設部材と板材間に注入材を注入して既設部材と板材と
を接着又は密着することを特徴とする。
Abstract: PROBLEM TO BE SOLVED: To temporarily fix a plate material to an existing member is not only complicated, but also to remove it after installing the plate material to the existing member. SOLUTION: A surface fastener of an appropriate size is bonded to an existing member and an opposing surface of a plate material to be attached to the existing member at an appropriate interval such that a pair of convex side and concave side face each other, and a surface of the surface fastener. After applying the adhesive to the
Attach a plate to the existing member using the hook-and-loop fastener,
An injection material is injected between the existing member and the plate member to bond or adhere the existing member and the plate member.

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、コンクリート構造
物等既設部材の補修、補強、表面保護のために該部材に
板材を設置する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of installing a plate on an existing member such as a concrete structure for repairing, reinforcing and protecting the surface of the member.

【0002】[0002]

【従来の技術】コンクリート構造物等既設部材、例えば
上下水道コンクリート構造物は硫化水素で侵蝕されて劣
化し、橋梁コンクリート構造物は風雨にさらされて劣化
し、損傷を生じる。
2. Description of the Related Art Existing members such as concrete structures, for example, water and sewage concrete structures, are eroded and deteriorated by hydrogen sulfide, and bridge concrete structures are deteriorated by being exposed to wind and rain, resulting in damage.

【0003】これらの既設部材の補修、補強、表面保護
の一つの方法としてその表面に鋼板等の板材を接着して
設置する方法がある。
As one method of repairing, reinforcing, and protecting the surface of these existing members, there is a method in which a plate material such as a steel plate is adhered to the surface thereof and installed.

【0004】既設部材に板材を設置する一般的な方法
は、図5及び図6に示すように既設部材1に対して一定
の間隔を保って板材2を併設し、板材2を既設部材1に
押えパイプ11を用いて仮止めするか、アンカーボルト
12、押えアングル13、ボルト14を用いて仮止めし
た後、適宜に形成された注入穴又は取り付けられた注入
パイプを介して既設部材1と板材2間に注入材3を注入
するというものである。
A general method of installing a plate material on an existing member is as follows: as shown in FIGS. 5 and 6, a plate material 2 is juxtaposed at a predetermined interval from the existing member 1, and the plate material 2 is attached to the existing member 1. After temporarily fixing using the holding pipe 11, or temporarily fixing using the anchor bolt 12, the holding angle 13, and the bolt 14, the existing member 1 and the plate material are inserted through an appropriately formed injection hole or an installed injection pipe. The injection material 3 is injected between the two.

【0005】これらの方法において、押えパイプ11や
アンカーボルト12、押えアングル13等の仮止め材を
用いて板材2を既設部材1に仮止めするのは、既設部材
1と板材2間に注入材3を注入したとき、板材2が注入
圧に耐えられるように外側から板材2を押圧するためで
ある。
In these methods, the temporary fixing of the plate member 2 to the existing member 1 using the temporary fixing members such as the holding pipe 11, the anchor bolt 12, the holding angle 13, etc. is performed by using an injection material between the existing member 1 and the plate member 2. This is because, when 3 is injected, the plate 2 is pressed from the outside so that the plate 2 can withstand the injection pressure.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、このよ
うな仮止めの方法は、施工手順の手数が多く、煩雑であ
るばかりでなく、既設部材と板材間に注入材を注入した
後は、仮止め材を取り除かなければならないというわず
わらしさが残る。
However, such a temporary fixing method is not only complicated in the number of steps of the construction work, but also complicated, and also requires a temporary fixing after the injection material is injected between the existing member and the plate material. There remains the delicate need to remove the timber.

【0007】[0007]

【課題を解決するための手段】本発明は、このような課
題を既設部材と既設部材へ取り付ける板材の対向面に適
宜の間隔で適宜の寸法の面ファスナーをそれぞれ対とな
る凸側と凹側とが向い合うようにして接着するとともに
面ファスナー表面に接着剤を塗布した後、該面ファスナ
ーを利用して既設部材に板材を取り付け、既設部材と板
材間に注入材を注入して既設部材と板材とを接着又は密
着することを特徴とする既設部材への板材設置方法を提
供することにより解決する。
SUMMARY OF THE INVENTION The present invention solves such a problem by providing a surface fastener having an appropriate size at an appropriate interval on a facing surface of an existing member and a plate material to be attached to the existing member, and a pair of convex and concave sides respectively. After applying an adhesive to the surface fastener surface while bonding so that they face each other, a plate material is attached to the existing member using the surface fastener, an injection material is injected between the existing member and the plate material, and the existing member and The problem is solved by providing a method of installing a plate material on an existing member, which is characterized in that the plate material is adhered or adhered to the plate material.

【0008】[0008]

【発明の実施の形態】つぎに、本発明の実施の形態を図
1乃至図4に基づき説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described with reference to FIGS.

【0009】図1は、鋼板等の板材を橋脚等コンクリー
ト構造物既設部材に設置した状態を示す図式的断面図、
図2は既設部材と板材の面ファスナーの凸側と凹側をそ
れぞれ別々に接着した状態を示す図式的断面図、図3は
既設部材に板材を取り付けた状態を示す図式的断面図、
図4は注入材を既設部材と板材間に注入する状態の図式
的断面図である。
FIG. 1 is a schematic sectional view showing a state in which a plate material such as a steel plate is installed on an existing member of a concrete structure such as a pier,
FIG. 2 is a schematic cross-sectional view showing a state in which the convex side and the concave side of the surface fastener of the existing member and the plate member are separately bonded, respectively. FIG. 3 is a schematic cross-sectional view showing a state in which the plate member is attached to the existing member.
FIG. 4 is a schematic cross-sectional view showing a state in which the injection material is injected between the existing member and the plate material.

【0010】まず、図2に示すように、既設部材1、例
えばコンクリート構造物である橋脚と鋼板からなる板材
2の対向面のそれぞれに全面四方に適宜の間隔で、適宜
の寸法の例えば10cm乃至50cm間隔で5cm角程
度の面ファスナー4を対となる凸側4aと凹側4bとが
向い合うようにして接着剤5で接着する。既設部材1と
板材2に接着する面ファスナー4は、いずれが凸側4a
であっても凹側4bであっても差し支えない。
First, as shown in FIG. 2, an existing member 1, for example, a pier, which is a concrete structure, and a plate 2 made of a steel plate are respectively opposed to each other on all sides at appropriate intervals at appropriate intervals, for example, from 10 cm to 10 cm. The hook-and-loop fasteners 4 of about 5 cm square are adhered with the adhesive 5 at intervals of 50 cm such that the pair of the convex side 4 a and the concave side 4 b face each other. The hook-and-loop fastener 4 bonded to the existing member 1 and the plate 2 has a convex side 4a.
Or the concave side 4b.

【0011】板材2に接着された面ファスナー4の凹側
4bにはその表面にも接着剤6を塗布しておく。接着剤
は凸側4a又は両方に塗布しても良いことはもちろんで
ある。
An adhesive 6 is applied to the concave side 4b of the hook-and-loop fastener 4 bonded to the plate material 2 also on the surface thereof. Of course, the adhesive may be applied to the convex side 4a or both.

【0012】ついで、図3に示すように、既設部材1に
板材2を対となる面ファスナー4の凸側4aと凹側4b
とを向い合わせて既設部材1に板材2を面ファスナー4
の凹側4bに塗布した接着剤6を介して取り付ける。面
ファスナー4を用いての取り付けなので、面ファスナー
4の凸側4a、凹側4bの向い合わせがずれても差し支
えない。なお、この接着剤6による既設部材1への板材
2の取り付けは、上述した従来技術の仮止めに相当す
る。
Next, as shown in FIG. 3, the existing member 1 is provided with the plate member 2 and the convex side 4a and the concave side 4b of the pair of hook-and-loop fasteners 4.
And the plate member 2 is attached to the existing member 1 with the hook-and-loop fastener 4.
Is attached via the adhesive 6 applied to the concave side 4b. Since the attachment is performed using the surface fastener 4, the convex side 4a and the concave side 4b of the surface fastener 4 may be out of alignment. The attachment of the plate material 2 to the existing member 1 by the adhesive 6 corresponds to the above-described temporary fixing of the related art.

【0013】既設部材1に板材2を取り付けた後は、図
4に示すように、公知の方法、例えば予め板材2に形成
した注入穴15に注入パイプ16を取り付けて、注入パ
イプ16を用いて既設部材1と板材2の間に注入材3を
注入する。17は注入材3を注入したとき、既設部材1
と板材2の間に滞留している空気の空気抜きパイプ、1
8は端部シール材である。注入材3に接着性があるとき
は、既設部材1と板材2は接着し、注入材3に接着性が
ないときは既設部材1と板材2とは密着する。
After the plate member 2 is attached to the existing member 1, as shown in FIG. 4, an injection pipe 16 is attached to an injection hole 15 previously formed in the plate member 2 by using a known method. An injection material 3 is injected between the existing member 1 and the plate material 2. Reference numeral 17 denotes an existing member 1 when the injection material 3 is injected.
Air bleeding pipe for the air staying between
8 is an end sealing material. When the injection material 3 has adhesiveness, the existing member 1 and the plate material 2 adhere to each other. When the injection material 3 has no adhesiveness, the existing member 1 and the plate material 2 adhere to each other.

【0014】このとき板材2は、面ファスナー4により
自立し、かつ、時間の経過により面ファスナー4の凹側
4bに塗布した接着剤6が硬化し、面ファスナー4の締
結度が強化する。したがって、既設部材1と板材2の間
隙に注入材が注入されたとき、板材2はその注入圧力に
充分耐えることができる。
At this time, the plate member 2 is self-supported by the hook-and-loop fastener 4, and the adhesive 6 applied to the concave side 4b of the hook-and-loop fastener 4 is hardened as time passes, so that the fastening degree of the hook-and-loop fastener 4 is strengthened. Therefore, when the injection material is injected into the gap between the existing member 1 and the plate material 2, the plate material 2 can sufficiently withstand the injection pressure.

【0015】このようにして板材2は、図1に示すよう
に既設部材1に設置される。
Thus, the plate member 2 is installed on the existing member 1 as shown in FIG.

【0016】[0016]

【発明の効果】本発明は、上述のようにしてなるので、
つぎの効果を有する。
Since the present invention has been made as described above,
It has the following effects.

【0017】既設部材への板材の取り付けは、面ファス
ナーを用いて行うので、多少のずれは問題なく、充分な
仮止め効果を有する。また、面ファスナーによる仮止め
効果は、従来のように押えパイプやアンカーボルト、押
えアングルを用いての仮止めの必要がないので、既設部
材への板材の設置後に仮止め材を除去する作業を必要と
しない。
Since the attachment of the plate material to the existing member is performed by using a hook-and-loop fastener, there is no problem with a slight displacement, and a sufficient temporary fixing effect is obtained. In addition, the temporary fastening effect of the hook-and-loop fastener eliminates the need for temporary fastening using holding pipes, anchor bolts, and holding angles as in the past, so the work of removing the temporary fastening material after installing the plate material on the existing member is not necessary. do not need.

【0018】既設部材への板材の取り付けは、面ファス
ナーを用いて行うので、面ファスナーがスペーサーの役
割を果たし、従来のように板材と既設部材との間にスペ
ーサーを介在させる必要がない。
Since the attachment of the plate to the existing member is performed by using a surface fastener, the surface fastener plays the role of a spacer, and there is no need to interpose a spacer between the plate and the existing member as in the related art.

【0019】面ファスナーの表面に接着剤を塗布して凸
側と凹側とを接着して、既設部材へ板材を取り付けてい
るので、時間の経過により接着剤が硬化し、面ファスナ
ーの締結度が強化する。そのため既設部材と板材の間隙
に注入材が注入されたとき、押えパイプやアンカーボル
ト、押えアングルを用いなくても板材は、その注入圧力
に充分耐えることができる。
The adhesive is applied to the surface of the hook-and-loop fastener, the convex side and the concave side are adhered to each other, and the plate is attached to the existing member. Strengthen. Therefore, when the injection material is injected into the gap between the existing member and the plate material, the plate material can sufficiently withstand the injection pressure without using the holding pipe, the anchor bolt, and the holding angle.

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

【図1】既設部材に板材を設置した状態を示す図式的断
面図である。
FIG. 1 is a schematic cross-sectional view showing a state where a plate member is installed on an existing member.

【図2】既設部材と板材に面ファスナーの凸側と凹側を
それぞれ別々に接着した状態を示す図式的断面図であ
る。
FIG. 2 is a schematic cross-sectional view showing a state in which a convex side and a concave side of a surface fastener are separately bonded to an existing member and a plate material, respectively.

【図3】既設部材に板材を取り付けた状態を示す図式的
断面図である。
FIG. 3 is a schematic cross-sectional view showing a state where a plate member is attached to an existing member.

【図4】注入材を既設部材と板材間に注入する状態を示
す図式的断面図である。
FIG. 4 is a schematic cross-sectional view showing a state where an injection material is injected between an existing member and a plate material.

【図5】従来例の図式的断面図である。FIG. 5 is a schematic sectional view of a conventional example.

【図6】従来例の図式的断面図である。FIG. 6 is a schematic sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1 既設部材 2 板材 3 注入材 4 面ファスナー 4a 面ファスナーの凸側 4b 面ファスナーの凹側 5 接着剤 6 接着剤 15 注入口 16 注入パイプ 17 空気抜きパイプ 18 シール材 DESCRIPTION OF SYMBOLS 1 Existing member 2 Plate material 3 Injection material 4 Surface fastener 4a Convex side of surface fastener 4b Concave side of surface fastener 5 Adhesive 6 Adhesive 15 Injection 16 Injection pipe 17 Air release pipe 18 Sealing material

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 既設部材と既設部材へ取り付ける板材の
対向面に適宜の間隔で適宜の寸法の面ファスナーをそれ
ぞれ対となる凸側と凹側とが向い合うようにして接着す
るとともに面ファスナー表面に接着剤を塗布した後、該
面ファスナーを利用して既設部材に板材を取り付け、既
設部材と板材間に注入材を注入して既設部材と板材とを
接着又は密着することを特徴とする既設部材への板材設
置方法。
1. A surface fastener having an appropriate size and an appropriate dimension is bonded to an opposing surface of an existing member and a plate material to be attached to the existing member so that a pair of convex and concave sides face each other. After applying an adhesive to the existing member, the plate member is attached to the existing member using the surface fastener, and an injection material is injected between the existing member and the plate member to adhere or adhere the existing member and the plate member. How to install the plate on the member.
JP28588398A 1998-09-24 1998-09-24 Installation method of plate material to existing members Expired - Fee Related JP2954582B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28588398A JP2954582B1 (en) 1998-09-24 1998-09-24 Installation method of plate material to existing members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28588398A JP2954582B1 (en) 1998-09-24 1998-09-24 Installation method of plate material to existing members

Publications (2)

Publication Number Publication Date
JP2954582B1 true JP2954582B1 (en) 1999-09-27
JP2000096832A JP2000096832A (en) 2000-04-04

Family

ID=17697269

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28588398A Expired - Fee Related JP2954582B1 (en) 1998-09-24 1998-09-24 Installation method of plate material to existing members

Country Status (1)

Country Link
JP (1) JP2954582B1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102691271B (en) * 2012-06-21 2014-04-09 中交第一公路勘察设计研究院有限公司 Sealing structure for gaps between steel plate and concrete in pouring-type steel bonding construction

Also Published As

Publication number Publication date
JP2000096832A (en) 2000-04-04

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