JP2008303657A - Girder installation apparatus and girder installation carriage - Google Patents
Girder installation apparatus and girder installation carriage Download PDFInfo
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- JP2008303657A JP2008303657A JP2007153405A JP2007153405A JP2008303657A JP 2008303657 A JP2008303657 A JP 2008303657A JP 2007153405 A JP2007153405 A JP 2007153405A JP 2007153405 A JP2007153405 A JP 2007153405A JP 2008303657 A JP2008303657 A JP 2008303657A
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Abstract
Description
本発明は、桁の架設装置及び桁の架設用台車に関するものであり、
例えば橋梁の架設工事において、既設の主桁から段差のある走行ガーダー側に連続的
な作業で桁を送り出して所定の個所に円滑且つ安全確実に架設できるようにしたこと
を目的とする。
The present invention relates to a girder installation device and a girder installation carriage,
For example, in bridge construction work, it is an object to send a girder from an existing main girder to a traveling girder side with a step by continuous work so that the girder can be constructed smoothly and safely at a predetermined location.
一般にこの種の桁の架設装置は、数多く出願され開示されている。そのうち、既設の橋桁から、これから架設しようとする走行ガーダー迄移動させるのに、例えば、次の発明がある。
特許文献1にあっては、既設の橋桁とこれに続く走行ガーダーとの接続部位には殆ど段差がない状態の場合であるから、1台の台車で連続走行するのに支障がない。
また、特許文献2の「図3」にあっては、既設の橋桁とこれに続く走行ガーダーとの接続部位には段差があり、この場合の桁の送り出しは次のような手段がとられる。
In Patent Document 1, since there is almost no step in the connection portion between the existing bridge girder and the following traveling girder, there is no problem in continuous traveling with one carriage.
Moreover, in "FIG. 3" of patent document 2, there exists a level | step difference in the connection site | part of the existing bridge girder and the following traveling girder, and the following means are taken out in this case.
すなわち、特許文献2にあっては、後行分割桁の送り出し続いて、図3および図4に示すように後行分割桁2も先行分割桁1と同様に台車5に載置し、送り出しする。この際、後行分割桁の底面が架設した先行分割桁1の上面よりも高くなるように、前記台車5の高さを調整しておく。続いて、架設した先行分割桁1を走行路として後行分割桁2を送り出す。この際、後行分割桁2の底面に台車5を取り付けると共に、先行分割桁1の上面に軌条4を設けておけば後行分割桁2の送り出しが容易となる。このように、先行分割桁1を支持部材として利用して、先行分割桁1に後行分割桁2を二段重ねする。
したがって、段差が高い先行分割桁1の軌条4上には、別個の台車5を載置して後行分割桁2を送り出すように方式を採っている。
That is, in Patent Document 2, the subsequent divided digits are sent out, and then, as shown in FIGS. 3 and 4, the subsequent divided digits 2 are also placed on the carriage 5 and sent out in the same manner as the preceding divided digits 1. . At this time, the height of the carriage 5 is adjusted so that the bottom surface of the succeeding divided beam is higher than the upper surface of the preceding divided beam 1 constructed. Subsequently, the succeeding divided digit 2 is sent out using the installed preceding divided digit 1 as a travel path. At this time, if the carriage 5 is attached to the bottom surface of the succeeding divided beam 2 and the rail 4 is provided on the upper surface of the preceding divided beam 1, the feeding of the succeeding divided beam 2 is facilitated. In this way, the preceding divisional digit 1 is used as a support member, and the subsequent divisional digit 2 is overlapped with the preceding divisional digit 1 in two stages.
Therefore, a system is adopted in which a separate carriage 5 is placed on the rail 4 of the preceding divisional digit 1 having a high step and the subsequent divisional digit 2 is sent out.
本発明は上記従来の点に鑑みて提供するものであり、本発明の第1は、桁の架設装置において、既設主桁のレール上に上下段に2台配置した自走式親子台車を配置し、架設しようとする桁材の前後端部を親子台車で支受し、下段親台車が既設主桁の先端部位に到達して当該親台車を停止した後に、上段子台車を走行開始させて走行ガーター側のレール上を走行して桁材を既設主桁から走行ガーター側に送り出すようにしたものである。 The present invention is provided in view of the above-described conventional points, and the first of the present invention is the arrangement of two self-propelled parent-child carts arranged on the upper and lower stages on the rail of the existing main girder. Then, the front and rear ends of the girder material to be installed are supported by the parent and child carriage, and after the lower main carriage reaches the tip of the existing main girder and stops, the upper stage carriage is started to run. It travels on the rail on the side of the traveling garter and feeds the girders from the existing main girder to the side of the traveling garter.
本発明の第2は、桁の架設装置において、既設主桁のレール上に2台の自走式親子台車を配置し、各親子台車における上段子台車と下段親台車との間にターンテーブル機構を具備し、当該ターンテーブル機構と親台車の間に高さ調整ジャッキを設け、架設しようとする桁材の前後端部を親子台車で支受し、下段親台車が既設主桁の先端部位に到達して当該親台車を停止した後に、上段子台車を走行開始させて走行ガーター側のレール上を走行して桁材を既設主桁から走行ガーター側に送り出すようにしたものである。 According to a second aspect of the present invention, in the girder installation device, two self-propelled parent-child carts are arranged on the rails of the existing main girder, and a turntable mechanism is provided between the upper and lower parent carts in each parent-child cart. Provided with a height adjusting jack between the turntable mechanism and the main carriage, supporting the front and rear ends of the girders to be installed with the main and sub carriages, and the lower main carriage at the tip of the existing main girder. After reaching and stopping the main carriage, the upper stage child carriage is started to travel and travels on the rail on the traveling garter side so that the girders are sent from the existing main girder to the traveling garter side.
本発明の第3は、桁の架設用台車において、自走式親子台車の下段支受台と上段支受台の間にターンテーブル機構を具備し、当該ターンテーブル機構の下段支受台と下段親台車の間に高さ調整ジャッキを設け、前記ターンテーブル機構の上段支受台の平面に上段子台車用のレールを設け、そのレール上に上段子台車を配置したものである。 According to a third aspect of the present invention, there is provided a turntable mechanism between the lower stage support base and the upper stage support base of the self-propelled parent-child cart in the erection trolley of the girder. A height adjusting jack is provided between the main carts, a rail for the upper stage cart is provided on the plane of the upper stage support of the turntable mechanism, and the upper stage cart is disposed on the rail.
本発明は上記の構成であるから、次の効果がある。既設の橋桁から次工程の走行ガーダーに移行するときに親台車に載置されている子台車が駆動を開始して連続的に送り出すことができる。
また、既設橋桁から高い段差のある走行ガーダー側に移行するために、リフトアップしたり、他の台車に移したりする必要がなくなり、作業が安全且つ効率的である。
Since the present invention has the above configuration, the following effects are obtained. When shifting from the existing bridge girder to the traveling girder of the next process, the child carriage mounted on the parent carriage can start driving and continuously send out.
Moreover, since it shifts from the existing bridge girder to the traveling girder side having a high step, it is not necessary to lift up or move to another carriage, and the work is safe and efficient.
次に、本発明を実施するための最良の実施形態をを説明する。図において、1は既設の主桁、2はその主桁上に設置したレール、3は上下2段式の桁運搬用親子台車であり、下段を駆動モータMによる自走式の親台車4とし、上段を親台車用と同じ駆動モータMによる自走式の子台車5とする。そして、親台車4と子台車5の間にターンテーブル機構6が設けられている。当該ターンテーブル機構は、上段支受台62に円環状の大径ギアー63を設置し、下段支受台61に大径ギアー63の外周ギアーに噛み合う小径ギアー64を設け、これを駆動モータmで上段支受台62を水平方向に回転できるように設定してある。
7は下段親台車4の台面とターンテーブル機構6の下段支受台61との間に設置した複数の高さ調整ジャッキであり、上段子台車5のレール高さを走行ガーダー側のレール高さに合わせるときに使用する。前記の子台車5は、上段支受台62の平面に設置したレール2′上に配置してある。
Next, the best mode for carrying out the present invention will be described. In the figure, 1 is an existing main girder, 2 is a rail installed on the main girder, 3 is an upper and lower two-stage girder carrying parent-child carriage, and the lower stage is a self-propelled main carriage 4 by a drive motor M. The upper stage is a self-propelled child cart 5 by the same drive motor M as that for the master cart. A turntable mechanism 6 is provided between the parent cart 4 and the child cart 5. In the turntable mechanism, an annular large-diameter gear 63 is installed on the upper support base 62, and a small-diameter gear 64 that meshes with the outer peripheral gear of the large-diameter gear 63 is provided on the lower support base 61. The upper stage support 62 is set so as to be able to rotate in the horizontal direction.
Reference numeral 7 denotes a plurality of height adjustment jacks installed between the base surface of the lower base carriage 4 and the lower support base 61 of the turntable mechanism 6. The rail height of the upper stage carriage 5 is set to the rail height on the traveling girder side. Used when adjusting to. The child cart 5 is arranged on a rail 2 ′ installed on the plane of the upper stage support 62.
8は既設PC主桁1の一部と連結させる桁材であり、図1〜図4にあっては、レール2上に乗せた複数の引寄自走台車にそれぞれ積載した分割桁ブロック8′・8"〜8nをセグメント工法で一体化してPC桁を構成してある。ま、当該桁材はゲルバー橋の方式のものを示し、その長さ方向の両端部を切欠き形状Cとし、長さ方向の中間に継ぎ目Jが設けられている。9は引寄自走台車であり、分割桁ブロック8′・8"〜8nを積載して既設主桁1の外部から当該既設主桁のレール2上に乗せた後に回転できるターンテーブル機構6が設けられている。 Reference numeral 8 denotes a girder material to be connected to a part of the existing PC main girder 1. In FIGS. 1 to 4, divided girder blocks 8 ′ respectively loaded on a plurality of self-propelled carriages placed on the rail 2. -8 "to 8 n are integrated by a segment construction method to form a PC girder. The girder material is of the Gerber bridge type, and both end portions in the length direction are made into cutout shapes C, .9 intermediate seams J length direction is provided is attracting autonomous guided vehicle, divided digit block 8 ', 8 "8 the n and loaded from the outside of the existing main beam 1 existing main beam A turntable mechanism 6 that can rotate after being placed on the rail 2 is provided.
10・11は前後部の橋脚、12・13は橋脚10・11上に設置した前後部の門型タワー、14は前後の門型タワー間に仮設した走行ガーダーであり、既設主桁1の先端部位1′に近接する当該走行ガーダーの基端14′における平面と、既設の主桁1の平面とのに当該走行ガーダー高さ分の段差Hがある。そして、当該走行ガーダーの平面には、親子台車3における子台車5のレール2′と同形状のレール2"が設置されている。15は子台車5のレール2′と走行ガーダーのレール2"とを連結固定するための連結具、16は走行ガーダー14の先端部位に位置する手延べ機、17は走行ガーダーの上方に配置し、且つ門型タワー12・13で支持した吊りガーダー、18は桁材8の後部において、当該桁材をリフトアップして、分割桁を一体化して桁材8を構成した後、後部の親子台車3′及び引寄自走台車9を後方に退去させる(図2)ための扛重機、19は既設主桁1上に配置したクレーンであり、退去した後部の親子台車3′及び引寄自走台車9のうち、当該後部の親子台車3′を吊り上げて再度桁材9の後部を支受させるようになっている。20は前記の子台車5と共にPC桁材8の前後部8′・8nを支受するためのサンドルであり、その最上段面に桁支受における傾斜調整用の玉座21が設けられている 10 and 11 are front and rear piers, 12 and 13 are front and rear gate towers installed on the piers 10 and 11, and 14 is a traveling girder temporarily installed between the front and rear gate towers. There is a step H corresponding to the height of the traveling girder between the plane at the base end 14 ′ of the traveling girder adjacent to the part 1 ′ and the plane of the existing main girder 1. On the plane of the traveling girder, a rail 2 "having the same shape as the rail 2 'of the child carriage 5 in the parent / child carriage 3 is installed. Reference numeral 15 denotes the rail 2' of the child carriage 5 and the rail 2" of the traveling girder. 16 is a hand stretcher located at the tip of the traveling girder 14, 17 is a suspended girder disposed above the traveling girder and supported by the portal towers 12 and 13, 18 At the rear part of the girder 8, the girder is lifted up and the divided girder is integrated to form the girder 8, and then the rear parent-child carriage 3 ′ and the self-propelled carriage 9 are moved backward (see FIG. 2) A heavy machine 19 is a crane arranged on the existing main girder 1. Of the rear parent-child carriage 3 'and the drawn self-propelled carriage 9, the rear parent-child carriage 3' is lifted and lifted again. To support the rear part of the girders 9 That. 20 is a Sandor for支受the front and rear portions 8 '· 8 n of PC spar 8 with child carriage 5 of the, Throne 21 for tilt adjustment in digit支受is provided on the top surface
「具体的な工事例」
(1)まず、既設主桁1におけるレール2上の所定位置に先頭の分割桁8′を積載した前部側の親子台車3を動かないように停止しておく。その後に順次続けて分割桁桁8"〜8nを積載した引寄自走台車9を数珠繋ぎ状態で寄せ詰めていき、最後尾に後部側の親子台車3′を近接配置して各分割桁を圧接状態にする。この状態で各分割桁同士をセグメント工法によって、一体化して単一のPC桁材8を製作する(図1)。なお、当該PC桁材は、その長さ方向の両端部位にヒンジ継ぎ目を設けるゲルバー橋の方式を成すものとして用いられる。
(2)次いで、PC桁材8の完成後において、当該PC桁材の後部を扛重機18でリフトアップして後部の親子台車3′を自走後退して退去させる。そして、クレーン19で吊り上げておく。それに続いて引寄自走台車9を自走後退すると共に、吊り上げた親子台車3′の直下を通過して退去させる(図2)。
(3)引寄自走台車9の退去完了後、後部の親子台車3′をクレーン19からレール2上に降ろした後、自走して桁材9の後部の下に入って停止させる。この状態で、扛重機18で支受している桁材8の後部を下降させて当該親子台車3′に支受させる(図3)。
(4)PC桁材8を、その前後部で支受して積載した前後部の親子台車3・3′を自走で前進させ、走行ガーダー14の基端141に接近して子台車5のレール前端が走行ガーダー14のレール2′の基端に接する位置で停止させる(図3)。その際、ジャッキ7で子台車5のレール2′の高さを調節してから、連結具15で両レール2′・2"を連結する(図6)。
(5)この状態において、前部側の子台車5と後部の親台車4′だけを自走させて走行ガーダー14のレール2"上を前進し、桁材先端部位が前部の橋脚10に到達した位置で停止させる。このとき、桁材8の後部は後部の橋脚11上に位置する。
なお、上記の走行の距離が未直線の場合は問題ないが、走行距離があってレール2"がカーブするような場合は、前後の親子台車3・3′のターンテーブル機構6によって当該カーブに対応しながら走行する。
(6)この状態において、前後の橋脚10・11間において、PC桁8を吊りガーダー16でPC桁8を一時吊り上げる。
(7)その間に、前部の子台車5を自走で後退走行させて走行ガーダー14から外れて前部の親台車3上に復帰させると共に、走行ガーダー14を手延べ機17を介して前方に移動して橋脚10・11間から除去する。
(8)吊りガーダー16で吊ったPC桁8を下降させて橋脚10・11の上部台上に載置させる。
(9)その後、2台の台車3を原位置まで戻して1工程の桁送り出し作業が終了する。
(10)なお、前後部の台車3・3′のターンテーブル機構6は、既設主桁1の外からPC桁8の分割桁を既設主桁1のレール2上の親子台車3′に移すときに当該PC桁の先端部位81を前部の親子台車3に載置し、この状態から方向転換してから後部の親子台車3′に載置する場合に使用される。なお、このターンテーブル機構6は、引寄自走台車9にPC桁8の分割桁を既設主桁1の外から移して積載した後に方向転換する場合にも使用される。
"Specific construction examples"
(1) First, the front parent-child cart 3 loaded with the leading divided beam 8 'at a predetermined position on the rail 2 in the existing main beam 1 is stopped so as not to move. After that, successively bring the self-propelled carriage 9 loaded with the divided digit beams 8 "to 8 n in a daisy chain, and the rear parent / child cart 3 'is arranged close to the end and each divided digit is placed. In this state, the divided girders are integrated by a segment construction method to produce a single PC girder 8 (FIG. 1), where the PC girder has both end portions in its length direction. It is used to form a Gerber bridge system with a hinge seam.
(2) Next, after completion of the PC girder 8, the rear part of the PC girder is lifted up by the heavy machine 18 and the rear parent-child cart 3 ′ is self-propelled and moved away. Then, it is lifted by the crane 19. Subsequently, the self-propelled carriage 9 is made to retreat self-propelled, and is moved away under the suspended parent-child carriage 3 '(FIG. 2).
(3) After the withdrawal self-propelled carriage 9 is completed, the rear parent-child carriage 3 'is lowered from the crane 19 onto the rail 2, and then self-propelled to enter under the rear portion of the girder 9 and stop. In this state, the rear part of the girder 8 supported by the heavy machine 18 is lowered and supported on the parent-child cart 3 '(FIG. 3).
(4) PC The spar 8, the支受and child carriage 3.3 before and after the portion which is loaded with 'at its front and rear is advanced self-propelled, child carriage 5 closer to the proximal end 14 1 of the traveling girder 14 The front end of the rail is stopped at a position where it contacts the base end of the rail 2 'of the traveling girder 14 (FIG. 3). At that time, after adjusting the height of the rail 2 ′ of the child cart 5 with the jack 7, both the rails 2 ′ and 2 ″ are connected with the connecting tool 15 (FIG. 6).
(5) In this state, only the front side sub-cart 5 and the rear main cart 4 'are self-propelled to advance on the rail 2 "of the traveling girder 14, and the leading end portion of the girder is moved to the front pier 10 In this case, the rear portion of the beam 8 is positioned on the rear pier 11.
There is no problem when the travel distance is non-straight, but when the travel distance is large and the rail 2 "is curved, the turntable mechanism 6 of the front and rear carts 3 and 3 'sets the curve. Drive while responding.
(6) In this state, the PC girder 8 is temporarily suspended by the hanging girder 16 between the front and rear piers 10 and 11.
(7) In the meantime, the front child cart 5 is moved backward by self-propelled to be removed from the traveling girder 14 and returned to the front main cart 3, and the traveling girder 14 is moved forward via the spreader 17. To remove from between the piers 10 and 11.
(8) The PC girder 8 suspended by the suspension girder 16 is lowered and placed on the upper bases of the piers 10 and 11.
(9) Thereafter, the two carriages 3 are returned to their original positions, and the one-step digit feeding operation is completed.
(10) The turntable mechanism 6 of the front and rear carriages 3 and 3 ′ moves the split girder of the PC girder 8 from the outside of the existing main girder 1 to the parent and child carriage 3 ′ on the rail 2 of the existing main girder 1. the PC digit tip portion 81 is placed in front of the child vehicle 3, it is used when placing the rear child carriage 3 'to be diverted from this state. The turntable mechanism 6 is also used when a direction change is made after the divided girder of the PC girder 8 is moved from the outside of the existing main girder 1 and loaded on the self-propelled carriage 9.
本発明は、桁の架設工事のほか、段差のある場所でレールを介して運搬物の搬送する場合に適用することができる。 The present invention can be applied not only to the construction work of girders, but also to the case of transporting a transported object via a rail at a stepped place.
1……既設の主桁
2……レール
3……親子台車
4……自走式親台車
5……自走式子台車
6……ターンテーブル機構
7……高さ調節用ジャッキ
8……PC桁材
9……引寄自走台車
10……前部の橋脚
11……後部の橋脚
12……前部の門型タワー
13……後部の門型タワー
14……走行ガーダー
15……レールの連結具
16……手延べ機
17……吊りガーダー
18……扛重機
19……クレーン
20……サンドル
21……玉座
1 ... Existing main girder 2 ... Rail 3 ... Parent-child cart 4 ... Self-propelled parent cart 5 ... Self-propelled child cart 6 ... Turntable mechanism 7 ... Jack for height adjustment 8 ... PC Girder 9 …… Self-propelled carriage 10 …… Front pier 11 …… Rear pier 12 …… Front gate tower 13 …… Rear gate tower 14 …… Girder 15 Coupling tool 16 ... handrail 17 ... hanging girder 18 ... heavy equipment 19 ... crane 20 ... sandal 21 ... throne
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN101858058A (en) * | 2010-06-30 | 2010-10-13 | 中铁二十五局集团广州铁路工程有限公司 | Turn-around device and turn-around method for bridge girder erection machine |
JP2014201963A (en) * | 2013-04-04 | 2014-10-27 | 鹿島建設株式会社 | Method for changing over direction of carriage |
CN108842622A (en) * | 2018-05-28 | 2018-11-20 | 中铁十二局集团有限公司 | U-turn construction method is rotated integrally on a kind of Bridge Erector bridge |
KR20200022143A (en) * | 2018-08-22 | 2020-03-03 | 에스오씨기술지주 주식회사 | Girder launching system using rail and trolley |
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CN101858058A (en) * | 2010-06-30 | 2010-10-13 | 中铁二十五局集团广州铁路工程有限公司 | Turn-around device and turn-around method for bridge girder erection machine |
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CN108842622A (en) * | 2018-05-28 | 2018-11-20 | 中铁十二局集团有限公司 | U-turn construction method is rotated integrally on a kind of Bridge Erector bridge |
CN108842622B (en) * | 2018-05-28 | 2019-11-22 | 中铁十二局集团有限公司 | U-turn construction method is rotated integrally on a kind of Bridge Erector bridge |
KR20200022143A (en) * | 2018-08-22 | 2020-03-03 | 에스오씨기술지주 주식회사 | Girder launching system using rail and trolley |
KR102149368B1 (en) * | 2018-08-22 | 2020-08-31 | 에스오씨기술지주 주식회사 | Girder launching system using rail and trolley |
KR20200031824A (en) * | 2018-09-17 | 2020-03-25 | 에스오씨기술지주 주식회사 | Short girder launching system using rail and trolley and girder construction method using it |
KR102149399B1 (en) * | 2018-09-17 | 2020-08-28 | 에스오씨기술지주 주식회사 | Short girder launching system using rail and trolley and girder construction method using it |
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