JPS61146964A - Moving mold frame apparatus of slab concrete of high bridge - Google Patents

Moving mold frame apparatus of slab concrete of high bridge

Info

Publication number
JPS61146964A
JPS61146964A JP26784984A JP26784984A JPS61146964A JP S61146964 A JPS61146964 A JP S61146964A JP 26784984 A JP26784984 A JP 26784984A JP 26784984 A JP26784984 A JP 26784984A JP S61146964 A JPS61146964 A JP S61146964A
Authority
JP
Japan
Prior art keywords
slab
formwork
construction
slab formwork
cart
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
Application number
JP26784984A
Other languages
Japanese (ja)
Other versions
JPH0347363B2 (en
Inventor
信之 松ケ下
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.)
Okabe Co Ltd
Original Assignee
Okabe 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 Okabe Co Ltd filed Critical Okabe Co Ltd
Priority to JP26784984A priority Critical patent/JPS61146964A/en
Publication of JPS61146964A publication Critical patent/JPS61146964A/en
Publication of JPH0347363B2 publication Critical patent/JPH0347363B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は、高架橋等のスラブコンクリートを連続的に打
設することのできる移動型枠装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to a mobile formwork device that can continuously cast concrete slabs for elevated bridges and the like.

「従来の技術」 鉄道や高速道路などにおける高架橋工事は、構築された
橋脚上に殆んど同じ形状をもつスラブを連続的に造る工
事であって、その一般的な工法は、まず地上から支保工
を組立て、この支保工を土台としてスラブの拗枠を組立
ててコンクリートの打設を行なうものである。そして、
コンクリートの硬化後は型枠や支保工を取払い次の工事
区間に運んで再び前記のように組立てて使用するのであ
る。
``Conventional technology'' Construction of viaducts on railways, expressways, etc. involves constructing slabs with almost the same shape continuously on the piers that have been constructed. Using this shoring as a foundation, a slab frame is assembled and concrete is poured. and,
After the concrete hardens, the forms and supports are removed, transported to the next construction section, and reassembled as described above for use.

このような従来工法においては、作業区間毎に型枠や支
保工の組立てと解体を行ない順次施工を進めて行くので
、作業が極めて繁雑となり、多くの人員と手間を要し、
作業能率が悪く多額の費用を要していた。また、このよ
うな問題点を解決するために、型枠或いは支保工を仲立
てたまま次の場所に移動させる工法が開発されてきたが
、しかし、この工法においても、やはり支保工の組立、
解体が面倒であるばかりでなく、型枠の移動に大きなり
レーンを要する等、工事が大がかりとなり施工費が高く
なるという問題がある。
In such conventional construction methods, the formwork and shoring are assembled and dismantled for each work section and construction proceeds sequentially, making the work extremely complicated and requiring a large number of people and effort.
It was inefficient and cost a lot of money. In addition, in order to solve these problems, a construction method has been developed in which the formwork or shoring is moved to the next location while it is still in place.However, even with this construction method, the assembly of the shoring,
Not only is dismantling troublesome, but the construction is large-scale and construction costs are high, such as requiring a large lane to move the formwork.

「本発明が解決しようとする問題点」 本発明は、前述のような従来工法における欠点を解決し
、走行及び高さ調節可能な移動型枠装置と、これをさら
に移動させる台車とを用いることにより、組立てた型枠
装置を解体することなく施工が継続して行なえるように
なり、工事が簡易化されて省力的、能率的及び経済的な
施工のできるスラブコンクリートの移動型枠装置を提供
しようとするものである。
"Problems to be Solved by the Present Invention" The present invention solves the drawbacks of the conventional construction method as described above, and uses a movable formwork device that can travel and adjust its height, and a trolley for further moving the formwork device. Provides a mobile formwork device for slab concrete that allows construction to be continued without dismantling the assembled formwork device, which simplifies construction work and enables labor-saving, efficient, and economical construction. This is what I am trying to do.

「問題点を解決するための手段」 本発明の型枠装置は、列設された各橋脚間に敷設のレー
ルに載置されて、施工するスラブの横断方向に沿って移
動自在に設けられ、高さ調節自在とした台車と、スラブ
型枠を備え、前記台車に載置されて台車の移動方向と直
交する方向に移動自在としたスラブ型枠装置と、該スラ
ブ型枠装置を一方の台車から他方の台車へ移動させるた
め、台車相互間に架設する渡し案内レールとよりなるこ
とを特徴とするものである。
"Means for Solving the Problems" The formwork device of the present invention is placed on a rail between the piers installed in a row and is movable along the transverse direction of the slab to be constructed, A slab formwork device comprising a height-adjustable cart and a slab formwork, the slab formwork device being placed on the cart and movable in a direction perpendicular to the moving direction of the cart; It is characterized by a transfer guide rail installed between the carts in order to move the cart from one cart to the other.

「実施例」 以下、本発明装置の実施例について図面を参照して説明
する。
"Embodiments" Hereinafter, embodiments of the apparatus of the present invention will be described with reference to the drawings.

本発明装置は、高架橋等の施工において、すでに列設さ
れた各橋脚り、0間に移動自在に配置される台車Aと、
この台車A上に移動自在に載置されるスラブ型枠装置B
と、隣接する台車A 、 A’相互に架設する渡し案内
レールCにより構成されている。
The device of the present invention is used in the construction of elevated bridges, etc., with a cart A movably placed between each bridge pier and 0 that have already been installed in a row.
Slab formwork device B is movably placed on this trolley A.
, and a transfer guide rail C that is installed between the adjacent carts A and A'.

台車人は、方形状の車台1の4隅部下面に、下端に車輪
2を備えるとともに昇降調節機構3により高さ調節自在
とした走行脚体4が設けられ、列設された各橋脚間の地
盤E上に施工するスラブの横断方向に沿って敷設された
レール5゜5に走行移動自在に載設されている。この台
車人は、図示のように6橋1jlD 、 0間の地盤E
に凹凸や傾斜のある場合は、台車Aを水平状態で載置す
るために、例えば走行脚体4の長さを変えたり、或は適
宜な補助支持体1aを介在させるようにする。また、車
台1の前後端部の左右両端には段載凹部6.6が形成さ
れ、その間には、台車Aの走行方向と直交する方向のレ
ール部材7.7が設けられている〇 スラブ型枠装置Bは、立体状に形成された台枠8の四隅
部に走行車#9,9が装着され、台枠8上にはスラブ型
枠13が載設されている。
The bogie driver is provided with running legs 4, which are equipped with wheels 2 at the lower end and whose height can be freely adjusted by an elevation adjustment mechanism 3, on the lower surface of the four corners of a rectangular chassis 1, and between each of the piers arranged in a row. It is movably mounted on rails 5°5 laid along the transverse direction of the slab to be constructed on the ground E. As shown in the diagram, this truck driver is located between 6 bridges 1jlD and 0.
If there are irregularities or inclinations, for example, the length of the running legs 4 may be changed or an appropriate auxiliary support 1a may be interposed in order to place the cart A in a horizontal state. In addition, stepped recesses 6.6 are formed at both left and right ends of the front and rear ends of the chassis 1, and a rail member 7.7 is provided between them in a direction perpendicular to the running direction of the chassis A.〇Slab type In the frame device B, traveling vehicles #9, 9 are mounted on the four corners of an underframe 8 formed in a three-dimensional shape, and a slab formwork 13 is mounted on the underframe 8.

スラブ型枠13は、多数のバフ材14を配列した上にせ
き板15を取付けて形成され、台枠8の上端に架設され
た桁材16に載架されている。
The slab formwork 13 is formed by arranging a large number of buffing materials 14 and attaching a weir plate 15, and is mounted on a girder 16 installed on the upper end of the underframe 8.

そして、このスラブ型枠装置Bは、車輪9.9を介して
台車Aのレール部材7.7上に載置され、レール部材7
上を走行移動できるようになっている。すなわち、スラ
ブ型枠装置Bは、台車人の移動方向と直交する方向に移
動できることになっているのである。
This slab formwork apparatus B is placed on the rail member 7.7 of the truck A via wheels 9.9, and the rail member 7.
It is now possible to move by running on it. In other words, the slab formwork apparatus B is capable of moving in a direction perpendicular to the moving direction of the truck driver.

「作用」 次に、本発明装置を使用して各橋脚り、0間のスラブコ
ンクリートの施工態様について説明する。
"Operation" Next, the method of constructing slab concrete between each bridge pier and 0 using the apparatus of the present invention will be described.

まず、6橋#D 、 0間の地盤E上には、施工するス
ラブの横断方向に油って一対のレール5゜5を橋脚り、
0間の外方にわたって長く敷設する。そして、各橋脚間
のレール5,5には、それぞれ台車A、Aを車輪2を介
して載置する。
First, on the ground E between #6 bridge #D and #0, a pair of rails 5°5 was installed with oil in the transverse direction of the slab to be constructed.
Lay it long outward between 0 and 0. Then, the trolleys A and A are placed on the rails 5 and 5 between the piers, respectively, via the wheels 2.

施工の当初においては、廣初の橋脚り、0間の台車Aは
第6図の実線イで示したように、橋脚り、0間より外方
に完全に引出された位置にあり、この台車Aのレール部
材7.7上にスラブ型枠装置Bを車輪9を介して載置す
る。次に、台車Aをレール5,5に油って橋脚り、0間
へと移動させ、所定の位置に固定する。そして、走行脚
体4.4−・・の昇降機構3を操作して、車台1の高さ
調節を行ない、スラブ型枠13を所定の高さ位置にセッ
トするとともに、スラブコンクリートFを打設するのに
必要な側部型枠(図示を略す)をセットし、スラブコン
クリートFを打設するのである。
At the beginning of construction, the bogie A between Hirohat's first pier, 0, was in a position where it was completely pulled out from the pier, 0, as shown by the solid line A in Figure 6, and this bogie The slab formwork device B is placed on the rail member 7.7 of A via wheels 9. Next, the trolley A is moved to the pier with oil on the rails 5, 5, and fixed at a predetermined position. Then, the height of the chassis 1 is adjusted by operating the lifting mechanism 3 of the traveling legs 4.4-..., and the slab formwork 13 is set at a predetermined height position, and the slab concrete F is poured. The side formwork (not shown) necessary for this is set, and slab concrete F is poured.

打設したコンクリートが硬化したならば、走行脚体4,
4・・・の昇降機構3を操作して車台1の高さを低下さ
せ、スラブ型枠13をコングリ−)Fより剥離する。ま
た、他の側部型枠も撤去する。スラブ型枠13の剥離脱
型ができたら、台車Aを移動して型枠装置Bを橋111
!ID 、 Dの外方に引出すのである。そして、次の
橋脚間に設置された次の台車にを、第6図のようにこの
台車Aと併動した位置に揃え、両台車A、A’のそれぞ
れの段載凹部6.6間に渡りレールC1c(81図、第
6図)II設り、、両台車A 、 A’(7)各レール
部材7.7を渡りレールCを介して連通させる。その状
態でスラブ型枠装置Bを押進してやれば、第4図のよう
にスラブ型枠装置Bは当初の台車Aから次の台車A′へ
と渡りレールCを渡って移動し、第5図、第6図(ロ)
のような位置に載置されることになる。
Once the poured concrete has hardened, the running legs 4,
The height of the chassis 1 is lowered by operating the elevating mechanism 3 (4), and the slab formwork 13 is peeled off from the concrete (F). The other side formwork will also be removed. Once the peeling mold of the slab formwork 13 is completed, move the trolley A and move the formwork device B to the bridge 111.
! ID and D are pulled out. Then, align the next bogie installed between the next piers to the position where it moves together with this bogie A as shown in Figure 6, and place it between the stepped recesses 6.6 of both bogies A and A'. Crossing rail C1c (Fig. 81, Fig. 6) II is provided, and both bogies A, A' (7) and each rail member 7.7 are communicated via crossing rail C. If the slab formwork device B is pushed forward in this state, the slab formwork device B will move across the rail C from the original truck A to the next truck A' as shown in Figure 4, and as shown in Figure 5. , Figure 6 (b)
It will be placed in a position like this.

このようにして、次の台車A′へのスラブ型枠装置Bの
移し変えをすましたら、渡りレールCを取除き、台車A
′を次の橋脚り、D内に移動させ、さきの橋脚間におけ
ると同様にスラブ型枠13を所定の状態にセットし、次
のスラブコンクリートFを打設するのである。以上の工
程を繰返すことにより、各橋脚間におけるスラプコング
1]−トの施工は順次行なわれることになる。
In this way, after transferring the slab formwork device B to the next trolley A', remove the crossing rail C and transfer it to the next trolley A'.
' is moved into the next pier D, the slab formwork 13 is set in a predetermined state as in the case between the previous piers, and the next slab concrete F is poured. By repeating the above steps, the construction of the slap congs 1]-to between the respective piers will be performed in sequence.

「発明の効果」 以上説明したように、本発明の装置は、列設された各橋
脚間に敷設のレールに載置されて、施工するスラブの横
断方向に沿って移動自在に設けられ、高さ調節自在とし
た台車と、スラブ型枠を備え、前記台車に載置されて台
車の移動方向と直交する方向に移動自在としたスラブ型
枠装置と、該スラブ型枠装置を一方の台車から他方の台
車へ移動させるため、台車相互間に架設する渡し案内レ
ールとよりなることを特徴としているものであるから、
各橋脚間のスラブコンクリートを打設するためのスラブ
型枠は、台車に載置されてセットすることができ、打設
コンクリートの硬化後は走行脚体の昇降調節機構により
型枠を降下して剥離、脱型を行ない、台車によって橋脚
の外方に引き出し、次の台車との間に渡しレールを介し
て移動、移し換えを行ない、その台車を次の橋脚間に移
動してスラブ型枠を上昇させてセットする、という極め
て簡易な操作でスラブコンクリートの施工を進めて行く
ことができ、従来のように、各橋脚間毎にスラブ型枠を
組立、解体したり、スラブ型枠を支持するための各橋脚
間毎の支保工を組立、解体する繁雑な作秦を要さず、施
工が著しく簡素化され、工事が省力的、能鹿的及び経済
的に行なえることになる等、優れた効果を有するもので
ある。
"Effects of the Invention" As explained above, the device of the present invention is mounted on the rails laid between the piers installed in a row, is movable along the transverse direction of the slab to be constructed, and is installed at high elevations. a slab formwork device which is provided with a cart whose height can be freely adjusted; and a slab formwork device which is placed on the cart and is movable in a direction orthogonal to the moving direction of the cart; Because it is characterized by a passing guide rail installed between the carts in order to move it to the other cart,
The slab formwork for placing slab concrete between each pier can be placed on a trolley and set, and after the poured concrete has hardened, the formwork is lowered by the lifting and lowering adjustment mechanism of the traveling legs. Peeling and demolding are performed, and the slab formwork is pulled out to the outside of the pier using a trolley, moved and transferred to the next trolley via a passing rail, and then the trolley is moved between the next piers to form the slab formwork. Slab concrete construction can proceed with the extremely simple operation of lifting and setting, and unlike conventional methods, the slab formwork can be assembled and dismantled between each pier, and the slab formwork can be supported. It is an excellent method, as it does not require the complicated construction work of assembling and dismantling the support between each pier, and the construction is significantly simplified, making the construction work labor-saving, efficient, and economical. It has the following effects.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明装置の実施例を示したもので、第1図は側
面図、第2図は一部切截平面図、第3図乃至第6図は施
工態様を示したもので、第3図はスラブコンクリート打
設時の側面図、第4図はスラブ型枠装置の移動状態を示
す側面図、第5図は装置を次の施工位置に移動した状態
を示す側面図、第6図は施工工程を示す平面図である。 A・・・・・・台車    B・・・・−・スラブ型枠
装置C・・・・・・渡しレール D−・・・・・橋脚E
・・・・・・地盤    F−・・・・・スラブコンク
リ−トド・・・・・車台   2・・・・・・車輪4・
・・・・・走行脚体 6・・・・・・段載凹部7・・・
・・・レール部材 8・・・・・・台枠9・・・・・・
走行車輪 13・・・スラブ型枠第1図 E   ニーー□1.二 兜2図
The drawings show an embodiment of the device of the present invention; FIG. 1 is a side view, FIG. 2 is a partially cutaway plan view, and FIGS. 3 to 6 show construction aspects. The figure is a side view during slab concrete pouring, Figure 4 is a side view showing the moving state of the slab formwork equipment, Figure 5 is a side view showing the equipment moved to the next construction position, and Figure 6 is a side view showing the state in which the equipment is moved to the next construction position. It is a top view showing a construction process. A...Bolly B...Slab formwork device C...Transfer rail D-...Pier E
...Ground F-...Slab concrete...Car chassis 2...Wheels 4.
... Traveling leg body 6 ... Stepping recess 7 ...
...Rail member 8...Underframe 9...
Traveling wheels 13... Slab formwork Figure 1 E Knee □1. Two helmets 2

Claims (1)

【特許請求の範囲】[Claims] 列設された各橋脚間に敷設のレールに載置されて、施工
するスラブの横断方向に沿つて移動自在に設けられ、高
さ調節自在とした台車と、スラブ型枠を備え、前記台車
に載置されて台車の移動方向と直交する方向に移動自在
としたスラブ型枠装置と、該スラブ型枠装置を一方の台
車から他方の台車へ移動させるため、台車相互間に架設
する渡し案内レールとよりなることを特徴とする、高架
橋等スラブコンクリートの移動型枠装置。
It is mounted on a rail laid between each of the piers installed in a row, is provided so as to be movable along the transverse direction of the slab to be constructed, and is equipped with a height-adjustable trolley and a slab formwork. A slab formwork device that is mounted and movable in a direction perpendicular to the moving direction of the cart, and a guide rail installed between the carts in order to move the slab formwork device from one cart to the other. A mobile formwork device for concrete slabs such as viaducts, which is characterized by:
JP26784984A 1984-12-19 1984-12-19 Moving mold frame apparatus of slab concrete of high bridge Granted JPS61146964A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26784984A JPS61146964A (en) 1984-12-19 1984-12-19 Moving mold frame apparatus of slab concrete of high bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26784984A JPS61146964A (en) 1984-12-19 1984-12-19 Moving mold frame apparatus of slab concrete of high bridge

Publications (2)

Publication Number Publication Date
JPS61146964A true JPS61146964A (en) 1986-07-04
JPH0347363B2 JPH0347363B2 (en) 1991-07-19

Family

ID=17450480

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26784984A Granted JPS61146964A (en) 1984-12-19 1984-12-19 Moving mold frame apparatus of slab concrete of high bridge

Country Status (1)

Country Link
JP (1) JPS61146964A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942140A (en) * 2021-01-26 2021-06-11 中铁大桥局集团第一工程有限公司 Automatic adjustment method for descending beam mold body movable mold frame bottom mold system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942140A (en) * 2021-01-26 2021-06-11 中铁大桥局集团第一工程有限公司 Automatic adjustment method for descending beam mold body movable mold frame bottom mold system

Also Published As

Publication number Publication date
JPH0347363B2 (en) 1991-07-19

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