JPH0941326A - Side wall cutting falling water protector of elevated highway - Google Patents

Side wall cutting falling water protector of elevated highway

Info

Publication number
JPH0941326A
JPH0941326A JP21395995A JP21395995A JPH0941326A JP H0941326 A JPH0941326 A JP H0941326A JP 21395995 A JP21395995 A JP 21395995A JP 21395995 A JP21395995 A JP 21395995A JP H0941326 A JPH0941326 A JP H0941326A
Authority
JP
Japan
Prior art keywords
side wall
water
cutting
floor
water receiver
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
JP21395995A
Other languages
Japanese (ja)
Inventor
Setsuo Kubo
節夫 久保
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.)
Dymosha KK
Original Assignee
Dymosha 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 Dymosha KK filed Critical Dymosha KK
Priority to JP21395995A priority Critical patent/JPH0941326A/en
Publication of JPH0941326A publication Critical patent/JPH0941326A/en
Pending legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent cooling water during cutting operation of a side wall from falling down or being scattered by forming a side surface as L-shaped so as to be opposed to the outside surface of a side wall of an elevated highway and forming the cross section of a water receiver as in L-shaped so that an opening side may be joined with an exterior wall of the side wall and a floor area. SOLUTION: The shape of a side wall surface is L-shaped so that it may be opposed to a side wall 4 of an elevated highway 1 and the outside surface of a floor surface 3, thereby forming an L-shaped water receiver in cross section so that an opening side may be joined with the side wall 4 and an exterior wall of the floor surface 3. This water receiver 8 is laid out in a spot which is scheduled to be cut off. The opening side is arranged to be Joined with the side wall 4 and the exterior wall of the floor 3 and fixed in such a joined state, thereby supporting the water receiver 8 with an arm 7 extending from a crane car. As a result, the water receiver 8 receives falling water or scattered water on the outside surface of the side wall 4 out of cooling water supplied to a cutting area during cutting work by a diamond blade 5 of a concrete cutter car so that the water may be collected on the bottom of a floor opposed area 11 where the water is drained to an outside drain facility by way of a hose 20.

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、高架道路の側壁の
切断に際し、冷却水を下方に落下、飛散させることのな
い高架道路の側壁切断用落水防護器に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drop protector for cutting a sidewall of an elevated road, which does not cause cooling water to drop or scatter downward when cutting a sidewall of an elevated road.

【0002】[0002]

【従来の技術】現在、都市の市街地に張り巡らされてい
る高架式高速道路は、建築後既に30年近くを経たもの
も多くなっており、それらの高速道路は、コンクリート
床部や側壁部が次第に老朽化が目だち、再構築が必要と
されている。この再構築工事に際しては、コンクリート
床部や側壁部を解体し、撤去する必要があるが、市街地
での工事における振動や騒音の問題等からすでに鉄筋コ
ンクリート構造物の切断解体に利用されているダイヤモ
ンドブレードやダイヤモンドワイヤソーを用いたダイヤ
モンド工具による切断工法が適しており、この工法によ
って上記高架式高速道路のコンクリート床部や側壁部の
切断、解体を行うことが計画されている。
2. Description of the Related Art At present, there are many elevated expressways that have been built around urban areas almost 30 years after construction, and these expressways have concrete floors and side walls. It is becoming obsolete and needs to be rebuilt. During this restructuring work, it is necessary to dismantle and remove the concrete floor and side walls, but due to the problems of vibration and noise during construction in urban areas, the diamond blades already used for cutting and dismantling reinforced concrete structures. A cutting method using a diamond tool with a diamond wire saw is suitable, and it is planned to cut and dismantle the concrete floor and side walls of the elevated expressway by this method.

【0003】[0003]

【発明が解決しようとする課題】上記のダイヤモンド工
具を用いて鉄筋コンクリート構築物を切断する際には、
切断部が高温となり、工具の損耗や損傷が激しくなるた
め、工具や切断部に冷却水を放水する必要があるが、こ
の工具においては、一般の鉄筋コンクリート構築物の切
断解体工事とは異なり、例えば、首都高速道路のように
高架の下は主要な一般道路になっていることが多く、車
両が頻繁に通行するため、できる限りこの道路を通行止
めとしたり車線変更を行うことなしに工事を行うことが
望まれる。
When cutting a reinforced concrete structure using the above diamond tool,
Since the cutting part becomes hot and the wear and damage of the tool become severe, it is necessary to discharge cooling water to the tool and the cutting part, but in this tool, unlike the cutting and dismantling work of general reinforced concrete structures, for example, Since there are often major general roads under the elevated roads such as the Shuto Expressway, and vehicles pass frequently, it is advisable to carry out construction without blocking or changing lanes as much as possible. desired.

【0004】しかしながら、上記のように切断に際し、
冷却水を散水すると、切断部から地上に流下するほか、
回転あるいは走行する工具によって冷却水が飛散するた
め、下を通る車にかかるほか、このように流下し、また
飛散する冷却水中にはコンクリートの切断粉が混入した
白濁水となっており、この水はアルカリ性でもあるの
で、この水の放散は公害ともなりえる。
However, when cutting as described above,
When cooling water is sprayed, in addition to flowing down from the cutting part to the ground,
Cooling water is scattered by a rotating or traveling tool, so it is applied to cars passing underneath, and the cooling water that flows down and scatters in this way is white turbid water mixed with cutting powder of concrete. Since it is also alkaline, the release of this water can be a pollution.

【0005】その対策として、高架式高速道路の切断に
際し、コンクリート床部の切断に際しては、ダイヤモン
ドブレードを用いてコンクリート床部の下面から5〜1
0mm程度残して切断を進行させることにより、冷却水
を高架の下に流下あるいは飛散させないようにし、冷却
水の飛散は側壁部で防止することもできが、高架の側壁
部分の切断においては冷却水の飛散を防止するものが存
在しないので、下方に飛散することとなる。
As a countermeasure against this, when cutting an elevated expressway and cutting a concrete floor, a diamond blade is used to cut the concrete floor from the bottom surface of the 5-1.
It is possible to prevent the cooling water from flowing down or to be scattered under the viaduct by advancing the cutting while leaving about 0 mm, and to prevent the scattering of the cooling water at the side wall part. However, when cutting the side wall part of the viaduct, the cooling water is cut off. Since there is nothing to prevent the scattering of, the particles will be scattered downward.

【0006】したがって、本発明は、切断時の冷却水を
下方に流下、飛散させることがなく、下を走行する車両
等に影響を与えることのない高架道路の側壁切断用落水
防護器を提供することを目的とする。
Therefore, the present invention provides a drop protection device for cutting the side wall of an elevated road, which does not cause cooling water to flow downward and scatter at the time of cutting, and does not affect a vehicle or the like running below. The purpose is to

【0007】[0007]

【課題を解決するための手段】本発明は、上記課題を解
決するため、高架式高速道路の側壁と床部の外面に対向
するように側面形状をL字形に形成し、開口側が側壁と
床部の外壁に密着するよう断面形状をコ字型に水受を形
成することにより高架道路の側壁切断用落水防護器を構
成したものである。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention has an L-shaped side face so as to face the side wall of an elevated expressway and the outer surface of the floor, and the opening side is the side wall and the floor. The water drop protector for cutting the sidewall of an elevated road is constructed by forming a water receiver with a U-shaped cross section so as to be in close contact with the outer wall of the section.

【0008】本発明は、上記のように構成したので、高
架式高速道路の側壁の切断に際しては、切断予定部に水
受を配置し、断面コ字形の水受の開口側を側壁と床部の
外壁に密着させた状態で固定した後、切断作業を行う。
このときに切断部に供給される冷却水のうち、外壁の外
に流下、飛散する水は水受で受けられ、下方を走行する
車等に悪影響を及ぼすことはない。水受に溜った冷却水
は外部の排水設備に排出される。
Since the present invention is configured as described above, when cutting the side wall of the elevated expressway, a water pan is arranged at the planned cutting portion, and the opening side of the water pan having a U-shaped cross section is located on the side wall and the floor. After fixing in close contact with the outer wall of, the cutting work is performed.
At this time, of the cooling water supplied to the cutting portion, the water that flows down and splashes outside the outer wall is received by the water receiver, and does not adversely affect the vehicle running below. The cooling water collected in the water receiver is discharged to an external drainage facility.

【0009】[0009]

【発明の実施の形態】本発明の実施例を図面に沿って説
明する。図1に示すように、高架式の高速道路1は、支
柱2上にコンクリート床部3と側壁4を備えており、こ
の高速道路の切断、解体に際して、ダイヤモンドブレー
ド5を回転駆動するコンクリートカッター車6が用いら
れる。このコンクリートカッター車6によって側壁4を
切断するに際しては、予め図示されないクレーン車から
延びるアーム7によって水受8を支持する。水受8は、
1mm程度の鉄板によって製作され、側面がL字形をな
し、側壁対向部10と床対向部11とからなる。
Embodiments of the present invention will be described with reference to the drawings. As shown in FIG. 1, an elevated highway 1 is provided with a concrete floor portion 3 and a side wall 4 on a pillar 2. When cutting or dismantling the highway, a concrete cutter car that drives a diamond blade 5 to rotate. 6 is used. When the side wall 4 is cut by the concrete cutter wheel 6, the water pan 8 is previously supported by an arm 7 extending from a crane truck (not shown). The water pan 8
It is made of an iron plate of about 1 mm, the side surface is L-shaped, and includes a side wall facing portion 10 and a floor facing portion 11.

【0010】また、水受8は、図2に示すように、側壁
対向部10と床対向部11とにおいて底壁12と両側壁
13からなる断面コ字形をなし、両側壁13の端縁14
にはゴム等の弾性材からなるパッキン15を固定してい
る。この水受8の使用に際しては、図1に示すように、
水受8をクレーン車でその縦方向中心を切断予定線に合
わせて支持した状態において、側壁対向部10は側壁4
の外面16とパッキン15によって圧接し、また床対向
部11は床部3の下面17とパッキン15によって圧接
することにより、切断予定部の外壁部分を密封する。水
受8の床対向部11の底壁12は、水抜孔18を有し、
この水抜孔18の外側には、排水設備と連結するホース
20を連結している。
As shown in FIG. 2, the water pan 8 has a U-shaped cross section composed of a bottom wall 12 and side walls 13 at a side wall facing portion 10 and a floor facing portion 11, and an edge 14 of each side wall 13.
A packing 15 made of an elastic material such as rubber is fixed to. When using the water pan 8, as shown in FIG.
In the state in which the water tank 8 is supported by the mobile crane with its longitudinal center aligned with the planned cutting line, the side wall facing portion 10 moves the side wall 4
The outer surface 16 is pressed against the packing 15 and the floor facing portion 11 is pressed against the lower surface 17 of the floor 3 against the packing 15 to seal the outer wall portion of the planned cutting portion. The bottom wall 12 of the floor facing portion 11 of the water receiver 8 has a drain hole 18,
A hose 20 for connecting to drainage equipment is connected to the outside of the drain hole 18.

【0011】上記のように構成され、クレーン車で支持
される水受の使用に際しては、コンクリートカッター車
6を走行させてダイヤモンドブレード5を側壁4の切断
予定位置の上部箇所に合わせ、ダイヤモンドブレード5
を回転駆動し切り込む。この時切断部には、外部から冷
却水を放水し、切断部の加熱を防止する。この冷却水は
回転するコンクリートカッター車6によってその円周上
の周囲に放散し、あるいは側壁外面に沿って流下する
が、これらの水は切断部を密封状態で覆っている水受8
に誘導されて最下部の床対向部11の底面12に集めら
れ、水抜孔18からホース20に流下し、排水設備に排
出される。
When using the water receiver constructed as described above and supported by a crane truck, the concrete cutter truck 6 is run to align the diamond blade 5 with the upper portion of the side wall 4 at the planned cutting position, and the diamond blade 5 is moved.
Rotate and cut. At this time, cooling water is discharged from the outside to the cutting portion to prevent the cutting portion from being heated. This cooling water is diffused around the circumference by the rotating concrete cutter wheel 6 or flows down along the outer surface of the side wall.
Is collected on the bottom surface 12 of the floor facing portion 11 at the bottom, flows down through the water drain hole 18 into the hose 20, and is discharged to drainage equipment.

【0012】コンクリートカッター車6は、昇降装置1
9により上下動可能に支持されており、かつ角度変更装
置によってダイヤモンドブレード5の角度を可変として
おり、側壁4の切断を下方に降下させ、最終的には側壁
4の下部と床部3の端部の連結部分21まで切断を行
う。このように側壁4の最下部まで切断が進行しても、
その際の冷却水は外部に放散することなく、水受8の床
対向部11の内部に集められて排水される。このように
水受8をクレーン車に取り付けて使用する際には、側壁
4とクレーン車との間にコンクリートカッター車6を配
置する空間ができるので作業スペースになる。
The concrete cutter car 6 includes a lifting device 1
9 is supported so as to be able to move up and down, and the angle of the diamond blade 5 is variable by an angle changing device, so that the cutting of the side wall 4 is lowered downward, and finally the lower part of the side wall 4 and the end of the floor portion 3 are made. Cutting is performed up to the connecting portion 21 of the part. Even if the cutting proceeds to the bottom of the side wall 4 in this way,
The cooling water at that time is collected inside the floor facing portion 11 of the water receiver 8 and drained without being released to the outside. As described above, when the water pan 8 is attached to a mobile crane and used, a working space is provided because a space for arranging the concrete cutter car 6 is provided between the side wall 4 and the mobile crane.

【0013】なお、水受8の支持に際しては、クレーン
車のアームに直接支持させることなく、図3に示すよう
にクレーン車のアーム先端に固定したワイヤ23で吊り
下げて落下を防止した状態で作業者が水受8を側壁4と
床部3に密着させ、水受8の側壁4に固定したL字形ブ
ラケット24の各辺からネジ式回転ハンドル25により
退出可能な押え具26,27で側壁4の上端を水平にし
て固定するよう構成しても良い。その際、水受8の上端
部に側壁の上端面上で滑動するローラを設け、作業者が
自由に横移動ができるようにしても良い。
When the water pan 8 is supported, it is not directly supported by the arm of the mobile crane but is suspended by the wire 23 fixed to the end of the mobile arm of the mobile crane as shown in FIG. An operator brings the water pan 8 into close contact with the side wall 4 and the floor 3, and the side walls are held by the pressers 26 and 27 which can be retracted from the respective sides of the L-shaped bracket 24 fixed to the side wall 4 of the water pan 8 by the screw type rotary handle 25. The upper end of 4 may be fixed horizontally. At this time, a roller that slides on the upper end surface of the side wall may be provided at the upper end of the water receiver 8 so that the operator can freely move laterally.

【0014】水受8の支持に際しては上記のほか、図4
に示すように、コンクリートカッター車6に固定したア
ーム30の端部の油圧シリンダ31により揺動可能に支
持するように構成しても良い。その際には、水受8とア
ーム30の駆動は、ブレード昇降装置19の油圧と連動
させておくことが好ましい。
In addition to the above, the water receiver 8 is supported as shown in FIG.
As shown in, the hydraulic cylinder 31 at the end of the arm 30 fixed to the concrete cutter wheel 6 may be swingably supported. At that time, it is preferable to drive the water receiver 8 and the arm 30 in conjunction with the hydraulic pressure of the blade lifting device 19.

【0015】また、上記実施例において、コンクリート
カッター車のダイヤモンドブレードにより側壁を切断し
た例を示したが、図5に示すように、鉄筋コンクリート
の切断解体に用いられているダイヤモンドビーズを用い
たワイヤソー40を用いてもよく、その際には、切断予
定部の側壁下端近傍の床部に孔を開け、ここにワイヤを
通して側壁の外周をダイヤモンドワイヤ40で巻回し、
ダイヤモンドワイヤを駆動機41によって所定の張力で
走行させることにより切断を行う。この時、ワイヤソー
40は側壁4において上側から下側にダイヤモンドワイ
ヤが走行するように駆動し、側壁の上端部の一部が切断
されたとき、その切断溝に散水用ホースを押し込んでお
くことにより、所定の冷却水の供給を行うことができ
る。このようなダイヤモンドワイヤを用いた切断に際し
ては、ワイヤの切断によるビーズ等の飛散の対策が必要
となるが、この水受け8をその防護壁作用を兼ねさせる
ことができる。
Further, in the above embodiment, an example was shown in which the side wall was cut by the diamond blade of the concrete cutter wheel. As shown in FIG. May be used, in which case a hole is made in the floor near the lower end of the side wall of the part to be cut, and a wire is passed through this to wind the outer circumference of the side wall with the diamond wire 40,
Cutting is performed by running the diamond wire with a predetermined tension by the driving machine 41. At this time, the wire saw 40 is driven so that the diamond wire travels from the upper side to the lower side of the side wall 4, and when a part of the upper end of the side wall is cut, the sprinkler hose is pushed into the cutting groove. It is possible to supply the predetermined cooling water. When cutting with such a diamond wire, it is necessary to take measures against the scattering of beads and the like due to the cutting of the wire, but the water receiver 8 can also serve as its protective wall function.

【0016】また、側壁を床面に平行に切断するため、
ダイヤモンドブレードを水平に支持して切断を行う必要
のあるときには、水受を側壁外側に水平には位置できる
水受形状とすることによりその切断は可能となる。
Further, since the side wall is cut parallel to the floor surface,
When it is necessary to horizontally support the diamond blade and perform cutting, the cutting can be performed by forming the water receiver into a water receiver shape that can be positioned horizontally on the outer side wall.

【0017】更に、水受に排水孔を用いることなく、床
対向部の低部にホースの端部を配置し、ポンプによって
吸い上げることによって排水設備を排出することにして
も良い。
Further, instead of using the drainage hole for the water receiver, the end of the hose may be arranged at the lower portion of the floor facing portion, and the drainage equipment may be discharged by sucking it up with a pump.

【0018】[0018]

【発明の効果】本発明は上記のようにして構成したの
で、ダイヤモンド工具により降下式道路の側壁を切断す
るに際して、切断時に使用する冷却水を下方に流下、飛
散させることがなく、下を走行する車両等に影響を与え
ることがない。したがってい、下を走行する車両のため
に通行止めや車線変更等を行う必要がなくなる。
EFFECTS OF THE INVENTION Since the present invention is configured as described above, when cutting the side wall of a descending road with a diamond tool, the cooling water used for cutting does not flow downward and is not scattered and runs below. It does not affect the vehicles that run. Therefore, it is not necessary to close the road or change lanes for the vehicle traveling below.

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

【図1】本発明の実施例の側面図である。FIG. 1 is a side view of an embodiment of the present invention.

【図2】図1に示す水受の一部斜視図である。FIG. 2 is a partial perspective view of the water pan shown in FIG.

【図3】本発明の他の実施例の側面図である。FIG. 3 is a side view of another embodiment of the present invention.

【図4】本発明の更に他の実施例の側面図である。FIG. 4 is a side view of still another embodiment of the present invention.

【図5】本発明の更に他の実施例の側面図である。FIG. 5 is a side view of still another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 高速道路 2 支柱 3 床部 4 側壁 5 ダイヤモンドブレード 6 コンクリートカッター車 7 アーム 8 水受 10 側壁対向部 11 床対向部 12 底壁 13 側壁 14 端縁 15 パッキン 16 外面 17 下面 18 水抜孔 20 ホース 1 Highway 2 Support 3 Floor 4 Sidewall 5 Diamond blade 6 Concrete cutter vehicle 7 Arm 8 Water receiver 10 Sidewall facing 11 Floor facing 12 Bottom wall 13 Sidewall 14 Edge 15 Packing 16 Exterior 17 Bottom 18 Drain 20 Hose

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 高架式高速道路の側壁と床部の外面に対
向するように側面形状をL字形に形成し、開口側が側壁
と床部の外壁に密着するよう断面形状をコ字型に水受を
形成してなる高架道路の側壁切断用防護器。
1. An L-shaped side surface is formed so as to face the side wall of the elevated expressway and the outer surface of the floor portion, and the water is formed in a U-shaped cross section so that the opening side is in close contact with the side wall and the outer wall of the floor portion. A protective device for cutting the side wall of an elevated road that forms a bridge.
【請求項2】水受の側壁と床部の外面との当接部にパッ
キンを備えてなる請求項1記載の高架道路の側壁切断用
落水防護器。
2. The drop protection device for cutting a side wall of an elevated road according to claim 1, wherein packing is provided at a contact portion between a side wall of the water receiver and an outer surface of the floor.
【請求項3】水受をクレーン車のアーム端に支持してな
る請求項1記載の高架道路の側壁切断用落水防護器。
3. A fall water protector for cutting a side wall of an elevated road according to claim 1, wherein the water receiver is supported on an arm end of a mobile crane.
【請求項4】水受に側壁上端面に沿って走行可能なロー
ラを設けてなる請求項4記載の高架道路の側壁切断用落
水防護器。
4. The drop protector for cutting a side wall of an elevated road according to claim 4, wherein the water receiver is provided with a roller capable of running along the upper end surface of the side wall.
【請求項5】水受を切断機の支持部材に取り付けてなる
請求項1記載の高架道路の側壁切断用落水防護器。
5. A fall water protector for cutting a side wall of an elevated road according to claim 1, wherein the water pan is attached to a supporting member of the cutting machine.
【請求項6】水受に側壁の水平方向に延びる部分を形成
してなる請求項1記載の高架道路の側壁切断用落水防護
器。
6. The fall protection device for cutting a side wall of an elevated road according to claim 1, wherein the water receiver is formed with a portion of the side wall extending in the horizontal direction.
【請求項7】水受内の水を底部に設けた排水孔から外部
に排出してなる請求項1記載の高架道路の側壁切断用落
水防護器。
7. The drop protection device for cutting a side wall of an elevated road according to claim 1, wherein the water in the water pan is discharged to the outside through a drain hole provided at the bottom.
【請求項8】水受内の水をポンプにより外部に排出して
なる請求項1記載の高架道路の側壁切断用落水防護器。
8. A fall protection device for cutting a side wall of an elevated road according to claim 1, wherein the water in the water receiver is discharged to the outside by a pump.
JP21395995A 1995-08-01 1995-08-01 Side wall cutting falling water protector of elevated highway Pending JPH0941326A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21395995A JPH0941326A (en) 1995-08-01 1995-08-01 Side wall cutting falling water protector of elevated highway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21395995A JPH0941326A (en) 1995-08-01 1995-08-01 Side wall cutting falling water protector of elevated highway

Publications (1)

Publication Number Publication Date
JPH0941326A true JPH0941326A (en) 1997-02-10

Family

ID=16647902

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21395995A Pending JPH0941326A (en) 1995-08-01 1995-08-01 Side wall cutting falling water protector of elevated highway

Country Status (1)

Country Link
JP (1) JPH0941326A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010090675A (en) * 2008-10-10 2010-04-22 Daiwa Kiko Kk Sidewall removal device
US9096635B2 (en) 2006-02-27 2015-08-04 University Of South Florida N-alkylthio beta-lactams, alkyl-coenzyme A asymmetric disulfides, and aryl-alkyl disulfides as anti-bacterial agents
CN110512534A (en) * 2019-08-27 2019-11-29 中铁大桥局武汉桥梁特种技术有限公司 Sewage collection device for bridge flange plate cutting
CN111764279A (en) * 2019-04-02 2020-10-13 广西长长路桥建设有限公司 A spray maintenance device for highway bridge construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9096635B2 (en) 2006-02-27 2015-08-04 University Of South Florida N-alkylthio beta-lactams, alkyl-coenzyme A asymmetric disulfides, and aryl-alkyl disulfides as anti-bacterial agents
JP2010090675A (en) * 2008-10-10 2010-04-22 Daiwa Kiko Kk Sidewall removal device
CN111764279A (en) * 2019-04-02 2020-10-13 广西长长路桥建设有限公司 A spray maintenance device for highway bridge construction
CN110512534A (en) * 2019-08-27 2019-11-29 中铁大桥局武汉桥梁特种技术有限公司 Sewage collection device for bridge flange plate cutting

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