JPH09177036A - Mounting device for reinforcing steel plate - Google Patents
Mounting device for reinforcing steel plateInfo
- Publication number
- JPH09177036A JPH09177036A JP33947995A JP33947995A JPH09177036A JP H09177036 A JPH09177036 A JP H09177036A JP 33947995 A JP33947995 A JP 33947995A JP 33947995 A JP33947995 A JP 33947995A JP H09177036 A JPH09177036 A JP H09177036A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing steel
- steel plate
- support shaft
- boom
- plate portions
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、高架橋の鉄筋コン
クリート製橋脚などの耐震性を増大させるために当該橋
脚の周囲に装着される補強鋼板の取り付け装置に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for attaching a reinforcing steel plate which is attached to the periphery of a bridge pier made of reinforced concrete to increase its seismic resistance.
【0002】[0002]
【発明が解決しようとする課題】高架橋の鉄筋コンクリ
ート製橋脚などの耐震性を増大させるために、図6及び
図7に示すように、鉄筋コンクリート製橋脚1の補強領
域を横断面山形の2枚の補強鋼板2A,2Bで取り囲
み、この補強鋼板2A,2Bと橋脚1との間にモルタル
3を充填して当該橋脚1を補強する工事が行われてい
る。As shown in FIGS. 6 and 7, in order to increase the seismic resistance of reinforced concrete bridge piers of viaducts, as shown in FIGS. 6 and 7, the reinforced area of reinforced concrete bridge piers 1 is reinforced with two chevron cross sections. Work is being carried out to surround the steel plates 2A and 2B, and to fill the mortar 3 between the reinforcing steel plates 2A and 2B and the pier 1 to reinforce the pier 1.
【0003】しかして従来は、係る補強工事を行う場
合、大重量物である補強鋼板2A,2Bをクレーンなど
で所定高さまで吊り上げ、高所作業車のバケット(搭乗
部)に搭乗した作業者の手作業で補強鋼板を橋脚の所定
位置に移動させて固定しており、作業に多大の労力と時
間を要するばかりでなく事故を招く危険性もあった。Conventionally, however, when carrying out such a reinforcing work, a heavy steel sheet of reinforcing steel plates 2A, 2B is lifted up to a predetermined height by a crane or the like, and a worker who rides on a bucket (boarding section) of an aerial work vehicle Since the reinforcing steel plate is manually moved and fixed to a predetermined position on the pier, not only a great deal of labor and time is required for the work, but also there is a risk of causing an accident.
【0004】[0004]
【課題を解決するための手段】本発明は上記のような従
来の問題点を解消し得る補強鋼板取り付け装置を提供す
ることを目的とするものであって、その手段を後述する
実施形態の参照符号を付して示すと、伸縮自在で且つ起
伏自在なブーム11を備えた自走クレーン10と、前記
ブーム11の先端に水平支軸15の周りで起伏揺動自在
に支持された装置本体13と、この装置本体13の起伏
駆動手段17とを有し、前記装置本体13は、前記水平
支軸15に対し直交する支軸27の周りに一定範囲内揺
動自在な可動体28を備え、この可動体28には、横断
面山形の補強鋼板2A,2Bにおける直角両側板部2
a,2bの外側面に当接して当該補強鋼板2A,2Bを
その長さ方向が前記水平支軸15に対し直交する向きに
なるように位置決めする直角当接板部29,30が設け
られ、この直角当接板部29,30に補強鋼板2A,2
Bを着脱自在に固定する固定具38が設けられている構
成となっている。SUMMARY OF THE INVENTION It is an object of the present invention to provide a reinforcing steel plate attaching apparatus capable of solving the above-mentioned conventional problems, and the means will be referred to in the embodiments described later. Indicated by the reference numerals, a self-propelled crane 10 having a boom 11 that is extendable and retractable, and a device body 13 that is supported at the tip of the boom 11 so that it can be oscillated and swung around a horizontal support shaft 15. And the undulation driving means 17 of the device body 13, and the device body 13 is provided with a movable body 28 which is swingable within a certain range around a support shaft 27 orthogonal to the horizontal support shaft 15, The movable body 28 includes two right and left side plate portions 2 of the reinforcing steel plates 2A and 2B having a chevron cross section.
Right-angled contact plate portions 29, 30 are provided which contact the outer side surfaces of a, 2b and position the reinforcing steel plates 2A, 2B so that their longitudinal directions are orthogonal to the horizontal support shaft 15. Reinforcing steel plates 2A, 2
A fixture 38 for detachably fixing B is provided.
【0005】上記本発明装置を実施するに際し、前記固
定具38として、直角当接板部29,30のそれぞれと
補強鋼板2A,2Bにおける直角両側板部2a,2bの
それぞれとを、補強鋼板長さ方向の複数か所で締結する
ボルトナット36,37を使用し、係るボルトナット3
6,37には、補強鋼板2A,2Bにおける直角両側板
部2a,2bから内側に一定量だけ突出するスペーサー
部分39を設けておくことができる。In carrying out the above-mentioned device of the present invention, each of the right angle contact plate portions 29, 30 and each of the right angle both side plate portions 2a, 2b of the reinforcing steel plates 2A, 2B are used as the fixing members 38. Bolt nuts 36, 37 that are fastened at a plurality of positions in the vertical direction
6, 37 may be provided with a spacer portion 39 protruding inward from the right-angled side plate portions 2a, 2b of the reinforcing steel plates 2A, 2B by a certain amount.
【0006】また、前記直角当接板部29,30のそれ
ぞれには、補強鋼板長さ方向に対し直交する方向に長い
長孔35を設けておき、前記固定具38として、前記長
孔35を貫通するボルト36と、直角当接板部29,3
0の外側で前記ボルト36に螺合するナット37とを使
用し、当該ナット37の取外しにより前記ボルト36を
補強鋼板2A,2B側に残したまま当該補強鋼板2A,
2Bに対し直角当接板部29,30を取外し可能に構成
することができる。Further, each of the right-angled contact plate portions 29 and 30 is provided with a long hole 35 which is long in a direction orthogonal to the length direction of the reinforcing steel plate, and the long hole 35 is used as the fixture 38. Through bolt 36 and right angle contact plate portions 29, 3
A nut 37 that is screwed onto the bolt 36 on the outside of 0 is used, and by removing the nut 37, the bolt 36 is left on the reinforcing steel plates 2A, 2B, and the reinforcing steel plate 2A,
The right angle contact plate portions 29, 30 can be detached from the 2B.
【0007】[0007]
【発明の実施の形態】以下に本発明の好適実施形態を添
付図に基づいて説明すると、図1において、10は従来
周知の自走クレーン(クローラークレーン)であって、
伸縮自在で且つ起伏自在なブーム11を備えている。1
2は前記ブーム11の起伏駆動用シリンダーユニットで
あり、当該ブーム11の伸縮駆動手段は図示省略してい
る。13は装置本体であって、図2及び図3にも示すよ
うに、前記ブーム11の先端シーブブロック14の前端
側に水平支軸15(シーブ16の支軸と兼用)の周りで
起伏揺動自在に支持され、起伏駆動手段17により一定
角度範囲内で起伏駆動される。BEST MODE FOR CARRYING OUT THE INVENTION A preferred embodiment of the present invention will be described below with reference to the accompanying drawings. In FIG. 1, 10 is a conventionally known self-propelled crane (crawler crane),
The boom 11 is extendable and retractable. 1
Reference numeral 2 denotes an up-and-down driving cylinder unit for the boom 11, and a telescopic drive means for the boom 11 is not shown. Reference numeral 13 denotes an apparatus main body, and as shown in FIGS. 2 and 3, oscillates and swings around a horizontal support shaft 15 (also used as a support shaft of the sheave 16) on the front end side of the tip sheave block 14 of the boom 11. It is supported freely and is driven up and down by the up-and-down drive means 17 within a fixed angle range.
【0008】この起伏駆動手段17は、ブーム11の先
端シーブブロック14の後端側に水平支軸18(シーブ
19の支軸と兼用)の周りで起伏揺動自在に支持された
揺動アーム20と、この揺動アーム20の遊端と装置本
体13の上部とを連結するワイヤーまたはロッド21
と、前記揺動アーム20の遊端にシーブ22を介して連
結されたワイヤー23と、当該ワイヤー23の巻取り繰
り出し用ウインチ24とから構成され、当該ウインチ2
4は自走クレーン10に備え付けのものが利用されてい
る。The hoisting and driving means 17 is a rocking arm 20 which is supported on the rear end side of the tip sheave block 14 of the boom 11 so as to hoist and swing around a horizontal support shaft 18 (also serving as the support shaft of the sheave 19). And a wire or rod 21 for connecting the free end of the swing arm 20 and the upper part of the apparatus main body 13.
And a wire 23 connected to the free end of the swing arm 20 via a sheave 22, and a winch 24 for winding and unwinding the wire 23.
4 is used for the self-propelled crane 10.
【0009】前記装置本体13は、前記水平支軸15に
支承された一対の左右側板部25と、当該左右側板部2
5に固着された一対の上下側板部26とから構成され、
当該上下側板部26の先端に、前記水平支軸15に対し
直交する支軸27の周りに一定範囲内揺動自在な可動体
28を備えている。この可動体28は、横断面山形の補
強鋼板2Aまたは2Bにおける直角両側板部2a,2b
の外側面に当接して当該補強鋼板2Aまたは2Bをその
長さ方向が前記水平支軸15に対し直交する向き(支軸
27と平行な向き)となるように位置決めする直角当接
板部29,30と、これら直角当接板部29,30に固
着された一対の上下取り付け板31とから構成され、当
該上下取り付け板31に、前記支軸27を中心とする円
弧形の長孔32が設けられ、当該長孔32を支軸27と
平行な向きに貫通するボルトナット33が装置本体13
の上下側板部26に取り付けられ、装置本体13に対す
る可動体28の揺動範囲を略90度の範囲に規制してい
る。なお、直角当接板部29,30は1枚の鉄板を折曲
したもの、または2枚の鉄板をアングル形鋼状に溶接一
体化したものであっても良い。The apparatus main body 13 includes a pair of left and right side plate portions 25 supported by the horizontal support shaft 15, and the left and right side plate portions 2 respectively.
5, and a pair of upper and lower side plate portions 26 fixed to
At the tip of the upper and lower side plate portion 26, a movable body 28 that is swingable within a certain range around a support shaft 27 orthogonal to the horizontal support shaft 15 is provided. This movable body 28 includes right and left side plate portions 2a and 2b in the reinforcing steel plate 2A or 2B having a chevron cross section.
Right-angled contact plate portion 29 for contacting the outer surface of the reinforcing steel plate 2A or 2B so as to position the reinforcing steel plate 2A or 2B in a direction orthogonal to the horizontal support shaft 15 (direction parallel to the support shaft 27). , 30 and a pair of upper and lower mounting plates 31 fixed to the right-angled contact plate portions 29, 30. The upper and lower mounting plates 31 have an arc-shaped elongated hole 32 centered on the support shaft 27. Is provided, and the bolt nut 33 that penetrates the elongated hole 32 in a direction parallel to the support shaft 27 is provided in the device main body 13
The movable body 28 is attached to the upper and lower side plate portions 26 and regulates the swing range of the movable body 28 with respect to the apparatus body 13 within a range of approximately 90 degrees. The right angle contact plate portions 29 and 30 may be formed by bending one iron plate or by welding two iron plates into an angle-shaped steel shape by welding.
【0010】図4及び図5に示すように、直角当接板部
29,30と補強鋼板2Aまたは2Bとの結合には、直
角当接板部29,30のそれぞれの上下2か所に形成さ
れた、水平支軸15と平行な方向に長い長孔35(外端
は直角当接板部29,30の側辺に開放)と、これら各
長孔35を貫通するボルト36とナット37とから成る
固定具38とが利用されている。この固定具38のボル
ト36には、ナット37との間で補強鋼板2Aまたは2
Bと直角当接板部29,30とを挟むフランジ部36a
が設けられ、当該フランジ部36aの内側面と頭部36
bの外側面との間の部分がスペーサー部分39を構成し
ている。As shown in FIGS. 4 and 5, when the right angle contact plate portions 29, 30 and the reinforcing steel plate 2A or 2B are connected to each other, the right angle contact plate portions 29, 30 are formed at two upper and lower positions, respectively. A long hole 35 (the outer end is open to the side of the right-angled contact plate portions 29, 30) long in the direction parallel to the horizontal support shaft 15, and a bolt 36 and a nut 37 penetrating each of the long holes 35. And a fixture 38 consisting of The bolt 36 of the fixture 38 is connected to the nut 37 and the reinforcing steel plate 2A or 2
Flange portion 36a sandwiching B and the right angle contact plate portions 29 and 30
Is provided, and the inner surface of the flange portion 36a and the head portion 36 are provided.
A portion between the outer surface of b and the outer surface constitutes a spacer portion 39.
【0011】以上のように構成された本発明の補強鋼板
取り付け装置の使用方法について説明すると、予め補強
鋼板2Aまたは2Bを装置本体13の可動体28に固定
具38を利用して取り付けおく。具体的には、図4に示
すように、補強鋼板2Aまたは2Bの直角両側板部2
a,2bに可動体28の直角当接板部29,30を当て
付ける。補強鋼板2Aまたは2Bの直角両側板部2a,
2bには、直角当接板部29,30の各長孔35の内端
側に合致させてボルト挿通穴が穿設されており、これら
ボルト挿通穴と直角当接板部29,30の各長孔35の
内端近傍部とにわたって固定具38のボルト36を、補
強鋼板2Aまたは2Bの内側より挿通させる。そして直
角当接板部29,30の各長孔35から突出するボルト
36にナット37を螺嵌締結して、補強鋼板2Aまたは
2Bを装置本体13の可動体28に取り付ける。The method of using the reinforcing steel plate mounting device of the present invention having the above-described structure will be described. The reinforcing steel plate 2A or 2B is previously mounted on the movable body 28 of the apparatus main body 13 by using the fixture 38. Specifically, as shown in FIG. 4, the right and left side plate portions 2 of the reinforcing steel plate 2A or 2B are
The right angle contact plate portions 29 and 30 of the movable body 28 are applied to a and 2b. Right and left side plate portions 2a of the reinforcing steel plate 2A or 2B,
2b is provided with a bolt insertion hole that is aligned with the inner end side of each elongated hole 35 of the right angle contact plate portions 29 and 30, and these bolt insertion holes and right angle contact plate portions 29 and 30 are respectively formed. The bolt 36 of the fixture 38 is inserted from the inside of the reinforcing steel plate 2A or 2B over the vicinity of the inner end of the long hole 35. Then, a nut 37 is screwed and fastened to a bolt 36 protruding from each elongated hole 35 of the right-angled contact plate portions 29 and 30, and the reinforcing steel plate 2A or 2B is attached to the movable body 28 of the apparatus body 13.
【0012】次に、図1に示すように倒伏させていた自
走クレーン10のブーム11を起立させるとともに所定
高さまで伸長させ、さらに起伏駆動手段17のウインチ
24を稼働させてワイヤー23を巻取り繰り出し操作
し、装置本体13をブーム先端の水平支軸15の周りで
上下に揺動させて、取り付けられている補強鋼板2Aま
たは2Bを垂直姿勢とする。係る状態で自走クレーン1
0を走行させて、補強鋼板2Aまたは2Bを、図5に示
すように橋脚1の直角両側面1a,1bに押し付ける。
このとき、橋脚1における直角両側面1a,1bの2等
分線方向に補強鋼板2Aまたは2Bを押し付けるのであ
るが、その押し付け方向が多少ずれていても、取り付け
られている補強鋼板2または2Bが装置本体13に対し
可動体28とともに支軸27の周りで左右に首降り運動
し得るので、この補強鋼板2Aまたは2Bの左右首降り
運動により、各固定具38のボルト頭部36bを橋脚1
の直角両側面1a,1bに確実に当接させることができ
る。Next, as shown in FIG. 1, the boom 11 of the self-propelled crane 10 that has been laid down is erected and extended to a predetermined height, and the winch 24 of the undulation drive means 17 is operated to wind up the wire 23. The device main body 13 is vertically moved around the horizontal support shaft 15 at the tip of the boom by the feeding operation, and the attached reinforcing steel plate 2A or 2B is brought into a vertical posture. Self-propelled crane 1 in this state
0 is run and the reinforcing steel plates 2A or 2B are pressed against the right and left side surfaces 1a and 1b of the pier 1 as shown in FIG.
At this time, the reinforcing steel plates 2A or 2B are pressed in the bisector direction of the right and left side surfaces 1a, 1b of the pier 1, but even if the pressing direction is slightly deviated, the attached reinforcing steel plates 2 or 2B are Since the movable body 28 can be moved to the left and right around the support shaft 27 with respect to the device body 13, the bolt heads 36b of the fixing members 38 can be attached to the bridge pier 1 by the left and right neck down movement of the reinforcing steel plate 2A or 2B.
It is possible to make sure contact with the right and left side surfaces 1a, 1b.
【0013】上記のように各固定具38のボルト頭部3
6bを橋脚1の直角両側面1a,1bに当接させた状態
では、補強鋼板2Aまたは2Bの直角両側板部2a,2
bは、橋脚の直角両側面1a,1bに対し各ボルト36
のスペーサー部分39の長さだけ離れた状態である。こ
の状態で、従来周知のように高所作業車を利用して、補
強鋼板2Aまたは2Bを橋脚1に固定する作業を行うの
であるが、補強鋼板2Aまたは2Bが橋脚1側に固定さ
れた時点で、高所作業車に搭乗の作業者により各固定具
38のナット37を図5に示すように取り外すことによ
り、各固定具38のボルト36が長孔35の内端側を貫
通しているため、可動体28とともに装置本体13を補
強鋼板2Aまたは2Bから引き離すように、橋脚1にお
ける直角両側面1a,1bの2等分線方向に自走クレー
ン10を後退走行させて、補強鋼板2Aまたは2Bから
可動体28とともに装置本体13を取り外すことができ
る。As described above, the bolt head 3 of each fixture 38
In the state where 6b is brought into contact with the right-angled side surfaces 1a, 1b of the pier 1, the right-angled side plate portions 2a, 2 of the reinforcing steel plate 2A or 2B
b is the bolt 36 for each side 1a, 1b at right angles to the pier.
The spacer portion 39 is separated by the length of the spacer portion 39. In this state, the work of fixing the reinforcing steel plate 2A or 2B to the bridge pier 1 is performed by using an aerial work vehicle as is conventionally known. At the time when the reinforcing steel plate 2A or 2B is fixed to the pier 1 side By removing the nut 37 of each fixture 38 as shown in FIG. 5 by an operator boarding an aerial work vehicle, the bolt 36 of each fixture 38 penetrates the inner end side of the elongated hole 35. Therefore, the self-propelled crane 10 is moved backward in the direction of the bisector of the right and left side surfaces 1a and 1b of the pier 1 so as to separate the device body 13 together with the movable body 28 from the reinforcing steel plate 2A or 2B, and the reinforcing steel plate 2A or 2B. The device main body 13 can be removed together with the movable body 28 from 2B.
【0014】なお、装置本体13の起伏駆動手段17
や、可動体28に対する補強鋼板2Aまたは2Bの取り
付け構造などは上記実施形態に限定されない。The undulation driving means 17 of the apparatus main body 13
Also, the structure for attaching the reinforcing steel plate 2A or 2B to the movable body 28 is not limited to the above embodiment.
【0015】[0015]
【発明の効果】以上のように本発明の補強鋼板取り付け
装置によれば、自走クレーンのブームの先端に補強鋼板
を取り付ける作業は、当該ブームを倒伏させることによ
り、例えば地上において安全且つ容易に行うことがで
き、取り付けられた大重量の補強鋼板は、前記ブームの
伸長操作と起立操作、及びブーム先端に支承されている
装置本体の起伏駆動手段による起伏運動の組み合わせに
より、所定の高さで垂直に支持させ、係る状態で自走ク
レーンを走行させて、補強鋼板を橋脚の所定か所に当て
付けることができる。As described above, according to the reinforcing steel plate attaching apparatus of the present invention, the operation of attaching the reinforcing steel plate to the tip of the boom of the self-propelled crane can be performed safely and easily on the ground, for example, by lying down the boom. It is possible to carry out the attached heavy-duty steel plate at a predetermined height by the combination of the boom extension operation and the upright operation, and the undulating movement by the undulating drive means of the device body supported at the boom tip. It is possible to support the reinforcing steel plate in a predetermined position on the pier by supporting it vertically and running the self-propelled crane in such a state.
【0016】このように大重量の補強鋼板を橋脚の所定
か所に当て付けるまでの作業を極めて簡単容易且つ安全
に行うことができるのであるが、特に本発明の構成によ
れば、前記ブームの先端に支持された装置本体には、当
該装置本体の起伏揺動中心である水平支軸に対し直交す
る支軸の周りに一定範囲内揺動自在な可動体が設けら
れ、この可動体に補強鋼板が取り付けられるのであるか
ら、先に説明したように、自走クレーンの走行により補
強鋼板を橋脚の直角両側面に当て付ける際に、その当て
付け方向(自走クレーンの走行方向)に多少のばらつき
があっても、補強鋼板は自動調心的に橋脚の直角両側面
に当て付けられることになる。従って、自走クレーンの
運転が容易になり、しかも補強鋼板を確実に所定位置に
当て付けることができる。As described above, the work until the heavy reinforcing steel plate is applied to a predetermined position of the pier can be performed very easily, easily and safely. In particular, according to the configuration of the present invention, the boom The device body supported at the tip is provided with a movable body that can swing within a certain range around a support shaft that is orthogonal to the horizontal support shaft that is the undulation center of the device body. Since the steel plate is attached, as explained above, when the reinforcing steel plate is applied to both sides of the pier at right angles by the traveling of the self-propelled crane, there is a slight difference in the application direction (the traveling direction of the self-propelled crane). Even if there are variations, the reinforcing steel plates will be applied to both sides of the pier at right angles in a self-centering manner. Therefore, the operation of the self-propelled crane is facilitated, and the reinforcing steel plate can be surely applied to the predetermined position.
【0017】なお、請求項2に記載の構成によれば、補
強鋼板と橋脚の直角両側面との間に所定の巾のモルタル
充填空間を形成するためのスペーサーを、補強鋼板を直
角当接板部に固定するための固定具のボルトによって兼
用させることができ、当該ボルトとは別にスペーサーを
準備しなければならない場合と比較して、経済的である
ばかりでなく、専用のスペーサーを取り付ける手間も省
ける。According to the second aspect of the present invention, a spacer for forming a mortar filling space having a predetermined width is provided between the reinforcing steel plate and the right and left side surfaces of the pier, and the reinforcing steel plate is a right angle contact plate. It can be used as a bolt of a fixture for fixing to the section, and it is not only economical as compared with the case where a spacer must be prepared separately from the bolt, but also the labor of attaching a dedicated spacer is required. I can omit it.
【0018】また、請求項3に記載の構成によれば、補
強鋼板の直角両側板部と装置本体側の直角当接板部のそ
れぞれとをボルトナットで安価に且つ簡単に結合するこ
とができ、しかもこれらボルトナットの向きが互いに平
行でないにもかかわらず、ナットを取り外すだけで補強
鋼板に対し直角当接板部を引き離すことができるので、
補強鋼板取り付け後の装置の取外し作業も簡単容易に行
える。According to the third aspect of the present invention, the right-angled both side plate portions of the reinforcing steel plate and the right-angled contact plate portions on the apparatus main body side can be inexpensively and easily coupled with the bolt nuts. Moreover, even though the directions of these bolts and nuts are not parallel to each other, it is possible to separate the right angle contact plate portion from the reinforcing steel plate simply by removing the nut.
It is easy and easy to remove the device after attaching the reinforcing steel plate.
【図1】 ブームの倒伏状態と起立状態とを示す側面図
である。FIG. 1 is a side view showing a collapsed state and a standing state of a boom.
【図2】 ブーム先端部を示す平面図である。FIG. 2 is a plan view showing a boom tip portion.
【図3】 ブーム先端部を示す側面図である。FIG. 3 is a side view showing a boom tip portion.
【図4】 使用状態での図2の要部拡大横断平面図であ
る。FIG. 4 is an enlarged cross-sectional plan view of the main part of FIG. 2 in a use state.
【図5】 補強鋼板からブーム先端の可動体を取り外す
作業方法を説明する要部の横断平面図である。FIG. 5 is a cross-sectional plan view of essential parts for explaining a work method for removing the movable body at the tip of the boom from the reinforcing steel plate.
【図6】 橋脚に対する耐震補強方法を説明する斜視図
である。[Fig. 6] Fig. 6 is a perspective view illustrating a method of earthquake-proof reinforcement of a pier.
【図7】 補強鋼板で補強された橋脚の横断平面図であ
る。FIG. 7 is a cross-sectional plan view of a pier reinforced with a reinforcing steel plate.
1 橋脚 1a,1b 橋脚の直角両側面 2A,2B 横断面山形の補強鋼板 2a,2b 補強鋼板の直角両側板部 3 充填モルタル 10 自走クレーン 11 ブーム 13 装置本体 15 水平支軸 17 装置本体の起伏駆動手段 20 揺動アーム 21 ワイヤーまたはロッド 23 ワイヤー 24 ウインチ 27 支軸 28 可動体 29,30 直角当接板部 35 長孔 36 ボルト 37 ナット 38 固定具 39 スペーサー部分 1 Bridge piers 1a, 1b Right and left side surfaces of bridge piers 2A, 2B Reinforced steel plates with cross-section chevron 2a, 2b Right and left side plate portions of reinforced steel plates 3 Filled mortar 10 Self-propelled crane 11 Boom 13 Device main body 15 Horizontal spindle 17 Lifting of device main body Drive means 20 Swing arm 21 Wire or rod 23 Wire 24 Winch 27 Spindle 28 Movable body 29, 30 Right angle contact plate part 35 Long hole 36 Bolt 37 Nut 38 Fixing device 39 Spacer part
───────────────────────────────────────────────────── フロントページの続き (72)発明者 森 瑞樹 大阪府大阪市大正区小林東1丁目2番44号 株式会社藤井組内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Mizuki Mori 1-244 Kobayashi Higashi, Taisho-ku, Osaka City, Osaka Prefecture Fujii Gumi Co., Ltd.
Claims (3)
自走クレーンと、前記ブームの先端に水平支軸の周りで
起伏揺動自在に支持された装置本体と、この装置本体の
起伏駆動手段とを有し、 前記装置本体は、前記水平支軸に対し直交する支軸の周
りに一定範囲内揺動自在な可動体を備え、この可動体に
は、横断面山形の補強鋼板における直角両側板部の外側
面に当接して当該補強鋼板をその長さ方向が前記水平支
軸に対し直交する向きになるように位置決めする直角当
接板部が設けられ、この直角当接板部に補強鋼板を着脱
自在に固定する固定具が設けられている補強鋼板取り付
け装置。Claim: What is claimed is: 1. A self-propelled crane equipped with a boom that is extendable and retractable, a device main body supported by a tip of the boom so as to be able to oscillate and swing around a horizontal support shaft, and an oscillating drive of the device main body. The device main body is provided with a movable body which is swingable within a certain range around a support shaft orthogonal to the horizontal support shaft, and the movable body has a right angle in a reinforcing steel plate having a chevron cross section. A right-angled contact plate portion is provided which contacts the outer side surfaces of both side plate portions and positions the reinforcing steel plate so that the length direction thereof is in a direction orthogonal to the horizontal support shaft. A reinforcing steel plate attachment device provided with a fixture for detachably fixing the reinforcing steel plate.
補強鋼板における直角両側板部のそれぞれとを、補強鋼
板長さ方向の複数か所で締結するボルトナットから成る
もので、補強鋼板における直角両側板部から内側に一定
量だけ突出するスペーサー部分を備えている請求項1に
記載の補強鋼板取り付け装置。2. The reinforcing member comprises bolts and nuts that fasten each of the right-angled contact plate portions and each of the right-angled side plate portions of the reinforcing steel plate at a plurality of points in the longitudinal direction of the reinforcing steel plate. The reinforcing steel plate mounting device according to claim 1, further comprising a spacer portion that protrudes inward from both right and left side plate portions of the steel plate by a certain amount.
板長さ方向に対し直交する方向に長い長孔が設けられ、 前記固定具は、前記長孔を貫通するボルトと、直角当接
板部の外側で前記ボルトに螺合するナットとを備え、当
該ナットの取外しにより前記ボルトを補強鋼板側に残し
たまま当該補強鋼板に対し直角当接板部を取外し可能に
構成した請求項1または2に記載の補強鋼板取り付け装
置。3. An elongated hole extending in a direction orthogonal to the length direction of the reinforcing steel plate is provided in each of the right angle contact plate portions, and the fixture is a right angle contact with a bolt penetrating the elongated hole. A nut that is screwed to the bolt outside the contact plate portion, and the right angle contact plate portion can be removed from the reinforcing steel plate by removing the nut while leaving the bolt on the reinforcing steel plate side. The reinforcing steel plate attaching device according to 1 or 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33947995A JP3614961B2 (en) | 1995-12-26 | 1995-12-26 | Reinforced steel plate mounting device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33947995A JP3614961B2 (en) | 1995-12-26 | 1995-12-26 | Reinforced steel plate mounting device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09177036A true JPH09177036A (en) | 1997-07-08 |
JP3614961B2 JP3614961B2 (en) | 2005-01-26 |
Family
ID=18327864
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP33947995A Expired - Fee Related JP3614961B2 (en) | 1995-12-26 | 1995-12-26 | Reinforced steel plate mounting device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3614961B2 (en) |
-
1995
- 1995-12-26 JP JP33947995A patent/JP3614961B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP3614961B2 (en) | 2005-01-26 |
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