JPH0415845B2 - - Google Patents
Info
- Publication number
- JPH0415845B2 JPH0415845B2 JP58233638A JP23363883A JPH0415845B2 JP H0415845 B2 JPH0415845 B2 JP H0415845B2 JP 58233638 A JP58233638 A JP 58233638A JP 23363883 A JP23363883 A JP 23363883A JP H0415845 B2 JPH0415845 B2 JP H0415845B2
- Authority
- JP
- Japan
- Prior art keywords
- pier
- bridge
- girder
- erection
- bridge girder
- 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 - Lifetime
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は橋桁架設装置を橋脚に据付ける方法
に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for installing a bridge girder construction device on a bridge pier.
従来、橋桁架設装置としては、特公昭53−5465
号公報により公表されている装置が知られてい
る。
Conventionally, the bridge girder construction equipment was
A device disclosed in the publication No. 1 is known.
前記従来の橋桁架設装置の場合は、直列に並ぶ
橋脚の左右両側にわたつて仮設桁を引出して固定
する必要があるので、橋脚の上部の左右方向巾
を、仮設桁を載置できるように広くする必要があ
り、そのため橋脚が大型化して、橋脚の構築費が
高くなるという問題がある。
In the case of the conventional bridge girder construction equipment described above, it is necessary to pull out and fix the temporary girders across both the left and right sides of the piers arranged in series, so the width of the upper part of the piers in the left and right direction is made wide enough to accommodate the temporary girders. Therefore, there is a problem that the piers become larger and the cost of constructing the piers increases.
この発明は前述の問題を有利に解決できる橋桁
架設装置の据付方法を提供することを目的とする
ものである。 The object of the present invention is to provide a method for installing a bridge girder construction device that can advantageously solve the above-mentioned problems.
前記目的を達成するために、この発明の橋桁架
設装置の据付方法においては、橋脚1の左右両側
の上隅部に、橋脚天端に載置される支承下面と橋
脚上部側面に当接される支承側面とを備えている
ブラケツト2を着脱自在に係合し、左右両側のブ
ラケツト2を、橋脚1の天端の上部において左右
方向に延長する連結部材6を介して連結し、次に
橋軸方向に隣り合うブラケツト2にわたつてエレ
クシヨンガーダー3を架設固定したのち、左右の
エレクシヨンガーダー3に自走式門型クレーン4
を複数台載架する。
In order to achieve the above object, in the method for installing a bridge girder construction device of the present invention, a support is placed at the upper corner of both the left and right sides of the pier 1, and is in contact with the lower surface of the support placed on the top of the pier and the side surface of the upper part of the pier. The brackets 2 provided with supporting sides are removably engaged, and the brackets 2 on both the left and right sides are connected via a connecting member 6 extending in the left-right direction at the upper part of the top of the pier 1, and then the bridge shaft After erection girders 3 are erected and fixed across the brackets 2 adjacent to each other in the direction, a self-propelled gate type crane 4 is attached to the left and right erection girders 3.
Place multiple units on a shelf.
次にこの発明を図示の例によつて詳細に説明す
る。
Next, the present invention will be explained in detail using illustrated examples.
図面はこの発明の一実施例を示すものであつ
て、橋桁架設径間の前後の橋脚1における左右両
側の上隅部に、橋脚天端に載置される支承下面と
橋脚上部側面に当接される支承側面とを備えてい
る鋼製ブラケツト2が着脱自在に係合され、かつ
橋脚1の天端の上部において左右方向に延長する
ように配置されたPC鋼棒からなる連結部材6は
左右のブラケツト2に挿通され、その連結部材6
の突出端部に座金7が嵌設されると共にナツト8
が螺合され、その連結部材6およびナツト8によ
り各ブラケツト2が橋脚1に締付固定されてい
る。 The drawing shows one embodiment of the present invention, in which the lower surface of the support placed on the top of the pier and the side surface of the upper part of the pier are in contact with the upper corners of both left and right sides of the pier 1 before and after the bridge girder construction span. A connecting member 6 made of a PC steel rod is removably engaged with a steel bracket 2 having a supporting side surface, and a connecting member 6 made of a PC steel bar is arranged to extend in the left and right direction at the top of the pier 1. The connecting member 6 is inserted into the bracket 2 of
A washer 7 is fitted onto the protruding end of the nut 8.
are screwed together, and each bracket 2 is tightened and fixed to the pier 1 by the connecting member 6 and nut 8.
前記ブラケツト2の外面に作業用足場9が固定
され、かつ橋軸方向(前後方向)に並ぶブラケツ
ト2にわたつて鋼製エレクシヨンガーダー3が架
設されてボルト等により着脱自在に固定され、さ
らに各エレクシヨンガーダー3の上面にはクレー
ン用レール10が敷設固定され、走行用駆動装置
11を備えている複数台の自走式門型クレーン4
の車輪は前記レール10に載置されている。 A work scaffold 9 is fixed to the outer surface of the bracket 2, and a steel erection girder 3 is installed across the brackets 2 arranged in the bridge axis direction (front-back direction) and is removably fixed with bolts or the like. A crane rail 10 is laid and fixed on the upper surface of the erection girder 3, and a plurality of self-propelled gate type cranes 4 are provided with a traveling drive device 11.
wheels are mounted on the rail 10.
門型クレーン4における左右方向に延長するガ
ーター12の上面に、左右方向に延長するトロリ
ー用レール13が敷設固定され、そのレール13
上を走行する自走式トロリー14には複数の巻上
機15が固定され、各巻上機15により昇降され
る昇降部材16には、橋桁5の下面を支持する支
持部材17と橋桁5の上部に配置される吊り部材
18と支持部材17および吊り部材18の左右両
側に着脱自在に連結された吊り杆19とからなる
桁吊り具20における前記吊り部材18の中央部
が着脱自在に連結され、前記トロリー14および
巻上機15により架設機21が構成されている。 A trolley rail 13 extending in the left-right direction is laid and fixed on the upper surface of the garter 12 extending in the left-right direction in the gate type crane 4.
A plurality of hoisting machines 15 are fixed to the self-propelled trolley 14 running above, and a lifting member 16 that is raised and lowered by each hoisting machine 15 includes a supporting member 17 that supports the lower surface of the bridge girder 5 and an upper part of the bridge girder 5. The center part of the hanging member 18 in the girder hanging device 20 is composed of a hanging member 18 disposed in the spar, a supporting member 17, and a hanging rod 19 detachably connected to both left and right sides of the hanging member 18, and The trolley 14 and the hoist 15 constitute an erection machine 21.
橋桁5を架橋する場合は、前後2台の門型クレ
ーン4における架設機21により、桁吊り具20
を介して橋桁5の前後両端部を支持してその橋桁
5を吊上げ、次いで各門型クレーン4を走行させ
て橋桁5を橋軸方向の所定位置まで引出し、次に
架設機21を横行移動させて、橋桁5を左右方向
の所定位置まで移動したのち、架設機21の巻上
機15を巻下方向に運転して橋桁5を下降させ、
その橋桁5を橋脚1上の所定位置に設置されたシ
ユー22の上に据付ける。 When constructing the bridge girder 5, the girder lifting tools 20 are
Both front and rear ends of the bridge girder 5 are supported through the bridge girders 5 to lift the bridge girder 5, each gate type crane 4 is run to pull out the bridge girder 5 to a predetermined position in the bridge axis direction, and then the erection machine 21 is moved laterally. After moving the bridge girder 5 to a predetermined position in the left and right direction, the hoisting machine 15 of the construction machine 21 is operated in the lowering direction to lower the bridge girder 5,
The bridge girder 5 is installed on the shoe 22 installed at a predetermined position on the bridge pier 1.
この発明は前述のように構成されているので、
以下に記載するような効果を奏する。
Since this invention is configured as described above,
This produces the effects described below.
橋脚1の左右両側の上隅部に、橋脚天端に載置
される支承下面と橋脚上部側面に当接される支承
側面とを備えているブラケツト2を着脱自在に係
合し、左右両側のブラケツト2を、橋脚1の天端
の上部において左右方向に延長する連結部材6を
介して連結し、次に橋軸方向に隣り合うブラケツ
ト2にわたつてエレクシヨンガーダー3を架設固
定したのち、左右のエレクシヨンガーダー3に自
走式門型クレーン4を複数台載架するので、橋脚
1の左右方向の巾を広げなくても、橋脚1の左右
両側の上隅部に取付けられたブラケツト2を利用
して、エレクシヨンガーダー3を容易に架設固定
することができ、そのため橋脚1を小型化して経
済的に構築することができ、また橋桁を架設した
のちは、ブラケツト2および連結部材6を取外し
てそれらを再使用することができる。 Brackets 2, which have a lower support surface placed on the top of the pier and a support side surface abutted against the upper side of the pier, are removably engaged with the upper corners of the left and right sides of the pier 1, and The brackets 2 are connected via a connecting member 6 extending in the left-right direction at the top of the top of the pier 1, and then the erection girder 3 is erected and fixed across the brackets 2 adjacent in the bridge axis direction, and then the right and left Since a plurality of self-propelled gate type cranes 4 are mounted on the erection girder 3 of The erection girder 3 can be easily erected and fixed by using the bridge pier 1, which allows the bridge pier 1 to be made smaller and economically constructed. you can reuse them.
図面はこの発明の実施例を示すものであつて、
第1図は橋桁の架設を行なつている状態を示す正
面図、第2図はその一部切欠側面図、第3図はブ
ラケツトおよびエレクシヨンガーダー付近を拡大
して示す正面図、第4図はその側面図である。
図において、1は橋脚、2はブラケツト、3は
エレクシヨンガーダー、4は自走式門型クレー
ン、5は橋桁、6は連結部材、8はナツト、10
はクレーン用レール、13はトロリー用レール、
14は自走式トロリー、15は巻上機、20は桁
吊り具、21は架設機である。
The drawings show embodiments of the invention,
Figure 1 is a front view showing the bridge girder being erected, Figure 2 is a partially cutaway side view, Figure 3 is a front view showing an enlarged view of the bracket and the erection girder, and Figure 4. is its side view. In the figure, 1 is a bridge pier, 2 is a bracket, 3 is an electric girder, 4 is a self-propelled gate type crane, 5 is a bridge girder, 6 is a connecting member, 8 is a nut, 10
is a crane rail, 13 is a trolley rail,
14 is a self-propelled trolley, 15 is a hoisting machine, 20 is a girder hoist, and 21 is an erection machine.
Claims (1)
置される支承下面と橋脚上部側面に当接される支
承側面とを備えているブラケツト2を着脱自在に
係合し、左右両側のブラケツト2を、橋脚1の天
端の上部において左右方向に延長する連結部材6
を介して連結し、次に橋軸方向に隣り合うブラケ
ツト2にわたつてエレクシヨンガーダー3を架設
固定したのち、左右のエレクシヨンガーダー3に
自走式門型クレーン4を複数台載架することを特
徴とする橋桁架設装置の据付方法。1. A bracket 2, which has a lower support surface placed on the top of the pier and a support side surface that abuts the upper side surface of the pier, is removably engaged with the upper corners of both the left and right sides of the pier 1, and A connecting member 6 that extends the bracket 2 in the left-right direction at the top of the pier 1.
Then, after erection girders 3 are erected and fixed across the brackets 2 adjacent in the bridge axis direction, a plurality of self-propelled gate type cranes 4 are mounted on the left and right erection girders 3. A method for installing a bridge girder construction device characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23363883A JPS60126409A (en) | 1983-12-13 | 1983-12-13 | Temporary construction of bridge beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23363883A JPS60126409A (en) | 1983-12-13 | 1983-12-13 | Temporary construction of bridge beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60126409A JPS60126409A (en) | 1985-07-05 |
| JPH0415845B2 true JPH0415845B2 (en) | 1992-03-19 |
Family
ID=16958173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23363883A Granted JPS60126409A (en) | 1983-12-13 | 1983-12-13 | Temporary construction of bridge beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60126409A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3349463B2 (en) * | 1998-12-15 | 2002-11-25 | 株式会社ピー・エス | How to install additional girder |
| JP2003213698A (en) * | 2002-01-16 | 2003-07-30 | Maeda Corp | Bridge and its construction method |
| JP6374353B2 (en) * | 2015-06-09 | 2018-08-15 | オリエンタル白石株式会社 | How to build a bridge |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS535465A (en) * | 1976-07-02 | 1978-01-19 | Kubota Ltd | Apparatus for dehydrating sifted refuge |
-
1983
- 1983-12-13 JP JP23363883A patent/JPS60126409A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60126409A (en) | 1985-07-05 |
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