JPH1082018A - Grout filler for pier reinforcement - Google Patents

Grout filler for pier reinforcement

Info

Publication number
JPH1082018A
JPH1082018A JP25764796A JP25764796A JPH1082018A JP H1082018 A JPH1082018 A JP H1082018A JP 25764796 A JP25764796 A JP 25764796A JP 25764796 A JP25764796 A JP 25764796A JP H1082018 A JPH1082018 A JP H1082018A
Authority
JP
Japan
Prior art keywords
steel plate
adhesive
injection
grout
hole
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
JP25764796A
Other languages
Japanese (ja)
Inventor
Hiroshi Masaoka
博志 政岡
Kenzo Takahashi
建造 高橋
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.)
KOOKEN KK
Koken Co Ltd
Original Assignee
KOOKEN KK
Koken 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 KOOKEN KK, Koken Co Ltd filed Critical KOOKEN KK
Priority to JP25764796A priority Critical patent/JPH1082018A/en
Publication of JPH1082018A publication Critical patent/JPH1082018A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【課題】 グラウト材注入時の圧力に耐える密着力を有
し、鋼板への取り付け・取り外しが容易で、使用後の処
分も適切になされる注入具を提供する。 【解決手段】 方形の鍔状基体1と筒状体2からなる注
入具Aであって、基体1の後面に、スリット4を有する
周縁枠3と、貫通孔6と同心円状とした囲い枠5を凸設
し、周縁枠3と囲い枠5間の凹面1aにエポキシ樹脂系
接着剤をてんこ盛りする。
PROBLEM TO BE SOLVED: To provide an injecting tool which has an adhesive force to withstand the pressure at the time of grout material injection, is easily attached to and detached from a steel plate, and is appropriately disposed after use. SOLUTION: An injecting tool A comprising a rectangular flange-shaped base 1 and a tubular body 2, and a surrounding frame 3 having a slit 4 on a rear surface of the base 1, and an enclosing frame 5 formed concentrically with a through hole 6. And an epoxy resin adhesive is piled up on the concave surface 1a between the peripheral frame 3 and the surrounding frame 5.

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、コンクリート橋脚
と補強用の鋼板との間隙にグラウト材を充填するための
橋脚補強用グラウト材注入具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a grout filler for pier reinforcement for filling a gap between a concrete pier and a steel plate for reinforcement with grout.

【0002】[0002]

【従来の技術】高速道路、新幹線等の高架構造物を支え
るコンクリート橋脚を大地震にも耐え得るようにするた
めに、橋脚表面に厚みが9〜16mmの鋼板を巻装する
手段がとられている。橋脚に巻く鋼板は、複数枚の単位
部材をアンカーボルトを用いて橋脚の縦横に固定する
が、部材の横方向の突き合わせ部同士は溶接によって接
合し、そのあとで橋脚と鋼板との間の4mmの空隙にグ
ラウト材を充填して橋脚と鋼板を一体化している。
2. Description of the Related Art In order to make a concrete pier supporting an elevated structure such as an expressway or a bullet train capable of withstanding a large earthquake, means for winding a steel plate having a thickness of 9 to 16 mm on a pier surface has been adopted. I have. The steel plate wound around the pier is fixed to multiple unit members vertically and horizontally using anchor bolts, but the butt portions in the horizontal direction of the members are joined by welding, and then 4 mm between the pier and the steel plate The gap is filled with grout and the pier and steel plate are integrated.

【0003】グラウト材にはエポキシ樹脂が用いられ、
ポンプによって鋼板内部へと送り込まれる。鋼板には上
下左右に注入孔があり、この注入孔の表面に注入具を固
定し該注入具に、ポンプに取り付けたホース端部を接続
するが、グラウト材の注入時には10〜30kg/cm
2 のポンプ圧が加わるので、注入具はこの圧力に耐えら
れる強度と鋼板への密着力がなければならない。そして
従来の注入具の一例としては、図6に示すように、方形
とした平板状基体100に、筒状体101を挿着したア
ルミ合金製のものが知られている。
[0003] Epoxy resin is used for the grout material,
It is fed into the steel plate by the pump. The steel plate has injection holes at the top, bottom, left and right. An injection tool is fixed to the surface of the injection hole, and an end of a hose attached to a pump is connected to the injection tool. When grout is injected, 10 to 30 kg / cm is used.
Since the pump pressure of 2 is applied, the injection tool must have the strength to withstand this pressure and the adhesion to the steel plate. As an example of a conventional injection device, as shown in FIG. 6, an injection device made of an aluminum alloy in which a cylindrical body 101 is inserted into a rectangular flat substrate 100 is known.

【0004】[0004]

【発明が解決しようとする課題】上記した従来の注入具
を鋼板102の表面に固定する場合、接着剤103を基
体100の後面に塗布するだけではグラウト材の注入時
の圧力に耐えられないので、接着剤103を、基体10
0の全体が埋没し且つ筒状体101の一部が隠れる程度
まで塗布するようになるが、基体後面に接着剤103が
均一に塗布されなかったり密着が不十分であると、鋼板
102との間にすき間が生じてこの部分や基体100と
筒状体101の結合部より、注入したグラウト材が漏出
するおそれがあるのと、接着剤103の塗布作業にも手
数がかゝる不利に加え、グラウト材注入後に鋼板102
から注入具を取り外す場合も、基体100が接着剤10
3に埋没しているのでスムーズにいかず、また接着剤が
飛散する危険性があり、しかも接着剤103が鋼板10
2の注入孔に陥没状となって残るのでパテ作業などの面
倒な表面処理を要し、更に取り外し後の注入具に接着剤
が付着するが、金属と樹脂が一体のため産業廃棄物とし
ての同時処理ができないといった種々の問題点がある。
When the above-described conventional injection tool is fixed to the surface of the steel plate 102, simply applying the adhesive 103 to the rear surface of the base 100 cannot withstand the pressure during the injection of the grout material. , The adhesive 103 and the substrate 10
0 is buried and a part of the cylindrical body 101 is hidden, but if the adhesive 103 is not uniformly applied to the rear surface of the base or if the adhesion is insufficient, it may be applied to the steel plate 102. There is a risk that the grout material injected may leak from this portion or the joint portion between the base body 100 and the cylindrical body 101 due to a gap therebetween, and the work of applying the adhesive 103 is troublesome. , After injecting grout material
When the injection tool is removed from the adhesive, the base 100 is
3 does not go smoothly, and there is a danger of the adhesive being scattered.
2 is left in a recessed state in the injection hole, requiring cumbersome surface treatment such as putty work. Further, the adhesive adheres to the injection tool after being removed. There are various problems that simultaneous processing cannot be performed.

【0005】本発明は上記した従来の諸不利を考慮して
なされたものであり、接着剤の塗布作業と鋼板への注入
具の固定を容易とし、一旦固定された注入具はグラウト
材注入時の圧力にも十分耐える密着力を有するととも
に、樹脂漏れを生ずるおそれもなく、注入後の取り外し
も簡単で鋼板表面に付着した接着剤も手数をかけないで
除去でき、産業廃棄物としての処理も容易な注入具を提
供することを目的としている。
The present invention has been made in consideration of the conventional disadvantages described above, and makes it easy to apply an adhesive and fix an injection tool to a steel plate. Has sufficient adhesion to withstand the pressure of steel, no risk of resin leakage, easy removal after pouring, and easy removal of adhesives adhering to the steel plate surface, and disposal as industrial waste It is intended to provide an easy injector.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に本発明は、コンクリート橋脚を補強する鋼板の注入孔
に臨むグラウト材注入具であって、方形の鍔状基体と、
基体の前面中央に突設した筒状体からなり、基体の後面
に、スリットを有する周縁枠と、筒状体の貫通孔と同心
円状とした囲い枠を凸設し、周縁枠と囲い枠間の凹面に
エポキシ樹脂系接着剤をてんこ盛りし、該接着剤で注入
具を鋼板表面に固定するとともに、筒状体に、グラウト
材を送り込むホース端部を取り付けることを技術手段と
したものであり、なお注入具はポリカボネートを使用し
て全体を一体成型する。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a grouting material injection tool facing an injection hole of a steel plate for reinforcing a concrete pier, comprising:
A peripheral frame having a slit, and a surrounding frame having a slit and a through-hole concentric with the through-hole of the cylindrical body are provided on the rear surface of the base, and the projecting portion is formed between the peripheral frame and the surrounding frame. The technical means is to pour an epoxy resin adhesive on the concave surface, fix the injection tool to the steel plate surface with the adhesive, and attach the end of the hose that feeds the grout material to the cylindrical body, In addition, the injection tool is integrally molded using polycarbonate.

【0007】[0007]

【発明の実施の形態】図1において、Aはポリカボネー
ト樹脂で一体成型した透明の注入具であり、方形の鍔状
基体1と、基体1の前面中央に突設した筒状体2からな
り、基体1の後面には周縁枠3と、筒状体2の貫通孔6
と同心円状とした囲い枠5を凸設し、周縁枠3の二辺を
やゝ内寄り状として該部に夫々スリット4を形成する。
周縁枠3の一辺の長さは40mmでスリット4の長さは
20mm、また貫通孔6の孔径は7mmで囲い枠5の内
径は20mm程度となっている。なおスリット4は周縁
枠3の四辺に設けてもよく、その場合も周縁枠3の各辺
は図示の二辺同様やゝ内寄りに形成すると都合がよい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, A is a transparent injection tool integrally molded of polycarbonate resin, and comprises a rectangular flange-like base 1 and a cylindrical body 2 projecting from the center of the front surface of the base 1. A peripheral frame 3 and a through hole 6 of the cylindrical body 2 are provided on the rear surface of the base 1.
The surrounding frame 5 is formed in a concentric shape, and the two sides of the peripheral frame 3 are slightly inwardly formed, and the slits 4 are formed in the respective portions.
The length of one side of the peripheral frame 3 is 40 mm, the length of the slit 4 is 20 mm, the hole diameter of the through hole 6 is 7 mm, and the inner diameter of the surrounding frame 5 is about 20 mm. Note that the slits 4 may be provided on four sides of the peripheral frame 3, and in that case, it is convenient to form each side of the peripheral frame 3 in the same manner as the two sides shown in FIG.

【0008】筒状体2の長さは40mm弱で外径は10
mmとするが、強度を持たせるために後部の径は12m
mとし、この後部個所に更にリブ7を設けて補強し、先
端個所に楔形凹凸条8を形成する。
The length of the cylindrical body 2 is less than 40 mm and the outer diameter is 10
mm, but the diameter of the rear part is 12 m to give strength.
The rib 7 is further provided at the rear part to reinforce and a wedge-shaped uneven stripe 8 is formed at the front end part.

【0009】図2は、注入具Aが補強用鋼板20の注入
孔21に臨む状態を示し、注入具Aを鋼板20に固定す
るための接着剤9にはパテ状としたエポキシ樹脂系のも
のが好適する。接着剤9は基体1の周縁枠3と囲い枠5
の間の凹面1aにてんこ盛りするが、この場合囲い枠5
の内部に接着剤9が入らないようにする。そして筒状体
2の貫通孔6に挿通したガイド杆10の先端を注入孔2
1に係合しつつ注入具Aを鋼板20の表面に圧接する。
凹面1aにてんこ盛りされた接着剤9は、鋼板20に接
すると放射状にあふれるとともに周縁枠3の二辺に穿っ
たスリット4からも矢指のように外部に漏出し、あふれ
た接着剤同士が結合することによって注入具Aは鋼板2
0に確固不動状に固定される。なお前記したようにスリ
ット4を有する周縁枠3を基体後面にやゝ内寄りに形成
しておくと接着剤9が表面側に漏出しないので好まし
い。そして注入具Aが固定されたらガイド杆10を貫通
孔6より取り外す。
FIG. 2 shows a state in which the injection tool A faces the injection hole 21 of the reinforcing steel sheet 20, and the adhesive 9 for fixing the injection tool A to the steel sheet 20 is a putty-like epoxy resin type. Is preferred. The adhesive 9 is applied to the peripheral frame 3 and the surrounding frame 5 of the base 1.
Are placed on the concave surface 1a between the
So that the adhesive 9 does not enter the inside. Then, the tip of the guide rod 10 inserted through the through hole 6 of the cylindrical body 2 is inserted into the injection hole 2.
The injection tool A is pressed into contact with the surface of the steel plate 20 while engaging with 1.
The adhesive 9 that has been embossed on the concave surface 1a overflows radially when it comes into contact with the steel plate 20, and also leaks out from the slits 4 formed on two sides of the peripheral frame 3 to the outside like arrows, thereby bonding the overflowing adhesives to each other. Thus, the injection tool A is a steel plate 2
It is firmly fixed to zero. As described above, it is preferable to form the peripheral frame 3 having the slits 4 on the rear surface of the base, slightly inward, since the adhesive 9 does not leak to the surface side. Then, when the injection tool A is fixed, the guide rod 10 is removed from the through hole 6.

【0010】前記した補強用の鋼板20は図3に示すよ
うに、コンクリート橋脚30の表面にアンカーボルト
(図を省略)で固定する。図示した鋼板20は上下に2
枚あて重合しているが、橋脚30の長さによってこの枚
数は異なる。また横方向に並設した鋼板20同士は突き
合わせ部相互を溶接作業で一体化する。コンクリート橋
脚30と鋼板20には4mmの間隙31があり、この間
隙をグラウト材40で充填するために注入孔21が鋼板
20に複数個所設けてある。グラウト材40には接着性
にすぐれ、圧縮・引張り・曲げなどの機械的強度があ
り、耐久・耐候性にも有利なエポキシ樹脂を用いる。
As shown in FIG. 3, the reinforcing steel plate 20 is fixed to the surface of a concrete pier 30 with anchor bolts (not shown). The illustrated steel plate 20 has two
Although the sheets are superposed, the number of sheets differs depending on the length of the pier 30. Further, the steel plates 20 arranged side by side are integrated with each other at the butted portions by welding. There is a gap 31 of 4 mm between the concrete pier 30 and the steel plate 20, and a plurality of injection holes 21 are provided in the steel plate 20 to fill the gap with the grout material 40. The grout material 40 is made of an epoxy resin which is excellent in adhesiveness, has mechanical strength such as compression, tension and bending, and is advantageous in durability and weather resistance.

【0011】接着剤9が十分に乾燥し注入具Aが鋼板2
0に固定された段階で、図4のように間隙31内にグラ
ウト材40を注入する。すなわち筒状体2にグラウトポ
ンプ41のホース42端部を接続し、ポンプ圧でグラウ
ト材40を送り出すと、ホース42より筒状体2の貫通
孔6に入ったグラウト材は鋼板20の注入孔21より間
隙31に入り、該間隙を充填する。前記したように注入
孔21は鋼板20の複数個所に設けてあるため、まず鋼
板の下方の注入孔よりグラウト材を注入し、所定量の充
填がなされたら順次上方へと移行する。
The adhesive 9 is sufficiently dried and the injecting tool A is made of the steel plate 2
At the stage where it is fixed to 0, the grout material 40 is injected into the gap 31 as shown in FIG. That is, when the end of the hose 42 of the grout pump 41 is connected to the tubular body 2 and the grout material 40 is sent out by the pump pressure, the grout material that has entered the through hole 6 of the tubular body 2 from the hose 42 is filled with the injection hole of the steel plate 20. The gap 31 enters the gap 31 and fills the gap. As described above, since the injection holes 21 are provided at a plurality of positions of the steel plate 20, first, grout material is injected from the injection holes below the steel plate, and when a predetermined amount of filling is performed, the grout material is sequentially moved upward.

【0012】注入が終了次第注入具Aの貫通孔6に図5
のような先細状とした栓50を係合して貫通孔6を閉塞
しグラウト材の漏出を防止する。そしてグラウト材の充
填作業が完了した段階で個々の注入具を鋼板20より取
り外すが、接着剤9の殆どは基体1における周縁枠3と
囲い枠5の間の凹面1a内に埋設状となっているので注
入具Aを取り外したときに鋼板20には少量の接着剤が
残留するのみであるから、これらの除去作業に特別な労
力を要さないですむ。
As soon as the injection is completed, the through hole 6 of the injection tool A is inserted into the through hole 6 as shown in FIG.
By engaging the tapered plug 50 as described above, the through hole 6 is closed to prevent the grout material from leaking. When the grout filling operation is completed, the individual injection tools are removed from the steel plate 20, but most of the adhesive 9 is embedded in the concave surface 1a between the peripheral frame 3 and the surrounding frame 5 in the base 1. Since only a small amount of adhesive remains on the steel plate 20 when the injection tool A is removed, no special work is required for these removing operations.

【0013】[0013]

【発明の効果】以上のような本発明は以下のような特有
の効果を奏する (1)注入具の基体にエポキシ樹脂系接着剤をてんこ盛
りし、鋼板へ圧接すればおのずから取り付けは完了する
ので、従来のように接着剤の塗布に手間がかからず、作
業能率が向上するとともに、基体後面の囲い枠によって
接着剤の侵入を阻止できるため注入孔を接着剤で塞ぐお
それもなく、正確な取り付けがなされる。 (2)基体の周縁枠に形成したスリットから接着剤の一
部があふれ出て、鋼板と基体の間の接着剤の一部と結合
するため密着力にすぐれ、グラウト材注入時の圧力にも
十分に耐えられるので、注入作業に支障を生じることが
ない。 (3)取り付け後の注入具は鋼板表面と緊密に接合し、
いささかの隙間も生じないのでグラウト材の樹脂漏れを
起こすおそれがない。 (4)基体の表面に接着剤が付着せず、殆どの接着剤は
周縁枠と囲い枠間の凹面内に埋没するので、鋼板より注
入具を取り外したときに鋼板に多量の接着剤が残留する
ことがなく、サンドペーパーで摺擦する簡単な作業で鋼
板表面を仕上げることができ、また取り外しがスムーズ
になされるので接着剤が飛散するといった危険性もな
い。 (5)注入具全体をポリカボネートの一体成型品とする
ので、成型手数がかゝらず安価量産に好適するととも
に、ポリカボネート特有の耐荷重、耐衝撃性にすぐれる
ので、グラウト材注入時の高いポンプ圧が加わっても、
ひび割れ・折損・変形等のおそれがなく正形状態を維持
する。 (6)注入具と接着剤がいずれも合成樹脂製であるから
産業廃棄物としての同時処理ができる。
The present invention as described above has the following specific effects. (1) An epoxy resin-based adhesive is placed on a base of an injection tool, and the mounting is naturally completed by pressing against a steel plate. Prevents the need to apply the adhesive as before, improves work efficiency, and prevents the adhesive from entering by the surrounding frame on the rear surface of the base. Is made. (2) A part of the adhesive overflows from the slit formed in the peripheral frame of the base and is bonded to a part of the adhesive between the steel plate and the base, so that the adhesive strength is excellent and the pressure at the time of grout material injection is also excellent. Since it can withstand sufficiently, there is no trouble in the injection operation. (3) After installation, the injection tool is tightly joined to the steel plate surface,
Since there is no slight gap, there is no danger of resin leakage from the grout material. (4) The adhesive does not adhere to the surface of the base, and most of the adhesive is buried in the concave surface between the peripheral frame and the surrounding frame, so that a large amount of adhesive remains on the steel plate when the injector is removed from the steel plate. The surface of the steel sheet can be finished by a simple operation of rubbing with sandpaper, and the removal can be performed smoothly, so that there is no danger of the adhesive being scattered. (5) Since the entire injection tool is made of an integrally molded product of polycarbonate, it is suitable for low-cost mass production without requiring many molding steps, and has excellent load resistance and impact resistance unique to polycarbonate. Even if pump pressure is applied,
Maintains a regular shape without cracking, breakage, deformation, etc. (6) Since both the injection tool and the adhesive are made of synthetic resin, they can be simultaneously treated as industrial waste.

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

【図1】本注入具を示し、(イ)は側面図、(ロ)は背
面図である。
FIG. 1 shows the present injection tool, wherein (a) is a side view and (b) is a rear view.

【図2】注入具を鋼板表面に取り付ける状態を示す水平
断面図である。
FIG. 2 is a horizontal sectional view showing a state in which an injection tool is attached to a steel plate surface.

【図3】コンクリート橋脚に鋼板を巻装した状態を示
し、(イ)は正面図、(ロ)はその一部拡大水平断面図
である。
FIG. 3 shows a state in which a steel plate is wound around a concrete pier, (a) is a front view, and (b) is a partially enlarged horizontal sectional view thereof.

【図4】本注入具を鋼板に固定してグラウト材を注入す
る状態を示す概略図である。
FIG. 4 is a schematic view showing a state where the present injection tool is fixed to a steel plate and a grout material is injected.

【図5】筒状体を密栓した状態の本注入具の平面図であ
る。
FIG. 5 is a plan view of the present injection tool in a state where the tubular body is sealed.

【図6】従来の注入具の使用状態を示す一部を断面とし
た平面図である。
FIG. 6 is a partial plan view showing a usage state of a conventional injector.

【符号の説明】[Explanation of symbols]

A 注入具 1 基体 1a 凹面 2 筒状体 3 周縁枠 4 スリット 5 囲い枠 6 貫通孔 9 接着剤 20 鋼板 21 注入孔 30 コンクリート橋脚 40 グラウト材 42 ホース A Injection tool 1 Base 1a Concave surface 2 Cylindrical body 3 Peripheral frame 4 Slit 5 Enclosure frame 6 Through hole 9 Adhesive 20 Steel plate 21 Injection hole 30 Concrete pier 40 Grout material 42 Hose

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート橋脚を補強する鋼板の注入
孔に臨むグラウト材注入具であって、方形の鍔状基体
と、基体の前面中央に突設した筒状体からなり、基体の
後面に、スリットを有する周縁枠と、筒状体の貫通孔と
同心円状とした囲い枠を凸設し、周縁枠と囲い枠間の凹
面にエポキシ樹脂系接着剤をてんこ盛りし該接着剤で注
入具を鋼板表面に固定するとともに筒状体に、グラウト
材を送り込むホース端部を取り付けることを特徴とする
橋脚補強用グラウト材注入具。
1. A grouting material injection tool facing an injection hole of a steel plate for reinforcing a concrete pier, comprising a rectangular flange-shaped base, and a cylindrical body protruding from the center of the front surface of the base, A peripheral frame having a slit and a surrounding frame formed concentrically with the through-hole of the cylindrical body are protruded, and an epoxy resin-based adhesive is placed on the concave surface between the peripheral frame and the surrounding frame, and the injection tool is filled with the adhesive. A grout injection device for reinforcing a pier, wherein a hose end for feeding the grout is fixed to a surface and attached to a cylindrical body.
【請求項2】 注入具を、ポリカボネートで一体成型し
てなる請求項1記載の橋脚補強用グラウト材注入具。
2. The grout material pouring device for reinforcing a pier according to claim 1, wherein the pouring device is formed integrally with polycarbonate.
JP25764796A 1996-09-06 1996-09-06 Grout filler for pier reinforcement Pending JPH1082018A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25764796A JPH1082018A (en) 1996-09-06 1996-09-06 Grout filler for pier reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25764796A JPH1082018A (en) 1996-09-06 1996-09-06 Grout filler for pier reinforcement

Publications (1)

Publication Number Publication Date
JPH1082018A true JPH1082018A (en) 1998-03-31

Family

ID=17309160

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25764796A Pending JPH1082018A (en) 1996-09-06 1996-09-06 Grout filler for pier reinforcement

Country Status (1)

Country Link
JP (1) JPH1082018A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104480867A (en) * 2014-12-16 2015-04-01 安阳市公路管理局 Replacement and maintenance method of bridge foundation support padstone
CN112049028A (en) * 2020-09-14 2020-12-08 河南理工大学 A kind of shock absorption and anti-overturning single-column pier bridge reinforcement device and installation method
CN113585083A (en) * 2021-08-06 2021-11-02 万玉楼 Grouting equipment and method used between ribbed steel plate and T-shaped beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104480867A (en) * 2014-12-16 2015-04-01 安阳市公路管理局 Replacement and maintenance method of bridge foundation support padstone
CN112049028A (en) * 2020-09-14 2020-12-08 河南理工大学 A kind of shock absorption and anti-overturning single-column pier bridge reinforcement device and installation method
CN113585083A (en) * 2021-08-06 2021-11-02 万玉楼 Grouting equipment and method used between ribbed steel plate and T-shaped beam
CN113585083B (en) * 2021-08-06 2022-11-22 万玉楼 Grouting equipment and method for space between ribbed steel plate and T-shaped beam

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