JPH03107097A - Travelling type molding frame support - Google Patents
Travelling type molding frame supportInfo
- Publication number
- JPH03107097A JPH03107097A JP1243940A JP24394089A JPH03107097A JP H03107097 A JPH03107097 A JP H03107097A JP 1243940 A JP1243940 A JP 1243940A JP 24394089 A JP24394089 A JP 24394089A JP H03107097 A JPH03107097 A JP H03107097A
- Authority
- JP
- Japan
- Prior art keywords
- lever
- concrete
- box frame
- frame member
- formwork
- 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
- 238000000465 moulding Methods 0.000 title 1
- 238000009415 formwork Methods 0.000 claims description 23
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003739 neck Anatomy 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、ボックスカルバートの内型枠等を支持と移動
を行うための走行式型枠支持保工に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a traveling formwork support and maintenance system for supporting and moving the inner formwork of a box culvert.
(従来の技術)
地下道や坑道等の各種カルバートや高架構造物等を構築
するにあたっては、各種の移動式内型枠装置が用いられ
、施工の効率化が図られてきている。(Prior Art) In constructing various types of culverts and elevated structures such as underground passages and tunnels, various types of movable internal formwork devices have been used to improve the efficiency of construction.
この種装置としては、従来、例えば特公昭63−512
36号公報に示されているように、脚車を取付けた支持
枠体(台車)に内型枠を支持し、内型枠の走行移動と型
枠の整形、脱形を行えるようにしたものが用いられてい
る。Conventionally, as this type of device, for example, Japanese Patent Publication No. 63-512
As shown in Publication No. 36, the inner formwork is supported on a support frame body (truck) to which casters are attached, so that the inner formwork can be moved and the formwork can be shaped and removed. is used.
(発明が解決しようとする課題)
ところで、上記の台車は、支持枠体の四隅の支柱に走行
脚車を取付けた構造のものであるが、この支持枠体は、
コンクリートの打設によって型枠にかかる大きな荷重を
支持することになるので、施工するカルバート等の構造
物が大形である場合は、四隅の支柱のほかに多くの中柱
を立てて各支柱に荷重の分散を図らなければならない。(Problem to be Solved by the Invention) By the way, the above-mentioned truck has a structure in which the traveling casters are attached to the four corner pillars of the support frame.
Casting concrete supports the large load placed on the formwork, so if the structure to be constructed, such as a culvert, is large, in addition to the four corner supports, it is necessary to erect many center pillars for each support. The load must be distributed.
この場合、各支柱には走行移動時と大荷重支持時とに状
態を簡易に切換えるための手段を施すことが必要となっ
てくる。In this case, it is necessary to provide each support with a means for easily switching the state between traveling and supporting a large load.
その手段としては、各支柱の荷重支持時には支柱と床面
との間にキャンバ−やクサビを挿入してやるとか、或は
従来の仮設支柱のように下端にネジジヤツキを設ける等
が一般的に行われているが、しかし、それら従来の手段
では、走行移動時と荷重支持時との切換え操作が面倒で
あると共に、特に大荷重を受けた状態にある支柱の床面
からの解放のためのクサビの取り外しやネジジヤツキの
ゆるめを行う操作は困難であって、そのために、多くの
人手と時間とを要することになって、移動型枠装置を使
用することの利点が減殺されることになる、といった問
題があり、その点の改善が要望されてきた。Common methods for this include inserting a camber or wedge between the support and the floor when supporting the load on each support, or installing screws at the bottom end like in conventional temporary support. However, with these conventional means, it is troublesome to switch between traveling and supporting a load, and it is especially difficult to remove the wedge to release the column from the floor when it is under heavy load. The problem is that the operation of loosening screws and screws is difficult and requires a lot of manpower and time, which negates the advantage of using mobile formwork equipment. There have been requests for improvement in this respect.
本発明は、上記の問題を解決して、各支柱の走行移動時
と荷重支持時との状態の切換え操作及び支柱の荷重解除
を多くの人手を要することなく簡易に行えるようにし、
施工能率及び経済性の向上を図ることのできる、移動式
型枠支保工を提供しようとするものである。The present invention solves the above-mentioned problems, and makes it possible to easily switch the state of each support column between traveling and supporting a load, and to release the load on the support without requiring much manpower.
The purpose of this invention is to provide a mobile formwork support that can improve construction efficiency and economic efficiency.
(課題を解決するための手段)
上記の目的を達成するための本発明の構成lこついて、
実施例に対応する図面を参照して説明すると、本発明は
縦横に配列した支柱2.2゜3.3を横枠材4,4で結
合して四角形状の箱枠体1を形成し、上記各支柱2.3
の下端部には、下端に座体13を設けたネジ杆14を一
端部に昇降自在に螺着した梃子杆8を水平軸10回りに
傾動自在に取付けた梃子装置6を設け、また、上記支柱
の中の各隅柱2.2には、車輪20.20を昇降調節自
在に設けた脚車装置16を装着したことを特徴とするも
のである。(Means for Solving the Problems) The structure of the present invention to achieve the above object,
To explain with reference to the drawings corresponding to the embodiments, the present invention connects columns 2.2.3.3 arranged vertically and horizontally with horizontal frame members 4, 4 to form a rectangular box frame 1. Each pillar above 2.3
A lever device 6 is provided at the lower end of the lever device 6, in which a lever 8, which has a threaded rod 14 provided with a seat 13 at its lower end and is screwed to one end so as to be able to rise and fall freely, is attached so as to be tiltable around a horizontal axis 10. Each corner post 2.2 of the support is equipped with a caster device 16 having wheels 20.20 that can be adjusted up and down.
(実施例)
以下、本発明支保工の実施例について、図面を参照して
説明する。(Example) Hereinafter, an example of the shoring structure of the present invention will be described with reference to the drawings.
図において、1は支保工の枠組みを形成する箱枠体で、
隅柱2,2及び中柱3.3を縦横に配列し、それら6柱
2,2,3.3を互に水平方向の横枠材4,4により結
合して平面及び側面が四角形の枠状となるように形成さ
れており、縦列した支柱の上端には、型枠を載設するた
めの縦桁5,5が結合されている。In the figure, 1 is a box frame that forms the framework of the shoring.
Corner pillars 2, 2 and middle pillars 3.3 are arranged vertically and horizontally, and these six pillars 2, 2, 3.3 are connected to each other by horizontal horizontal frame members 4, 4 to form a frame whose plane and side surfaces are square. The vertical beams 5, 5 for mounting the formwork are connected to the upper ends of the vertical columns.
上記箱枠体lの構成部材である隅柱2及び中柱3の各支
柱の下端には、それぞれ梃子装置6が設けられている。A lever device 6 is provided at the lower end of each of the corner pillars 2 and middle pillars 3, which are constituent members of the box frame body l.
この装置は第5図、第6図にも拡大図で示すように、支
柱2.3の下端に着脱自在に設けられた取付部材7に、
横長の枠状に形成された梃子杆8が、その長さ方向の中
心より一端部寄りの個所において、水平軸lOにより傾
動自在に枢着された構造となっている。As shown in enlarged views in FIGS. 5 and 6, this device is attached to a mounting member 7 removably provided at the lower end of the support column 2.3.
The lever 8, which is formed in the shape of a horizontally long frame, is pivotably mounted around a horizontal axis 1O at a position closer to one end than the center in the longitudinal direction.
そして、この梃子杆8には、その水平軸による枢着る個
所より短い方の杆部8aの下面に座板9が設けられ、ま
た、長い方の杆部8bの先端部内には、上下方向のネジ
孔11aを螺設した駒部材■1が杆部8bを横断する方
向の水平ピン12.12に上り回動自在に設けられてお
り、この駒部材IIのネジ孔11aには、下端に金型に
形成した座体を回転自在に設けたネジ杆14が螺合され
、ネジ杆14を回転させることにより昇降し座体13の
位置が上下に移動できるようになっている。This lever 8 is provided with a seat plate 9 on the lower surface of the shorter lever part 8a than the point where it pivots on its horizontal axis, and a seat plate 9 is provided in the tip of the longer lever part 8b. A piece member II into which a screw hole 11a is screwed is mounted on a horizontal pin 12.12 in a direction that crosses the rod portion 8b so as to be freely rotatable. A screw rod 14, which is rotatably provided with a molded seat body, is screwed together, and by rotating the screw rod 14, the position of the seat body 13 can be moved up and down.
各支柱2.3は、コンクリートの打設にあたって、ト記
挺子装W6を介して床面に接し、その荷重を受けること
になる。この場合、図示のように、梃子杆8の短い杆部
8aの座板9と長い杆部8bに設けた座体13の各下面
と床面との間に当座15.15を介挿する。そして、梃
子杆8の端部にあるネジ杆14を回転させれば梃子杆8
が傾動して水平軸IOを介して支柱2゜3の上下位置か
調節、設定できることになるのである。During concrete pouring, each support column 2.3 comes into contact with the floor surface via the screw W6 and receives its load. In this case, as shown in the figure, a seat 15.15 is inserted between the lower surface of the seat body 13 provided on the seat plate 9 of the short lever portion 8a of the lever lever 8 and the floor surface of the seat body 13 provided on the long lever portion 8b. Then, by rotating the screw rod 14 at the end of the lever 8, the lever 8
By tilting, the vertical position of the column 2.3 can be adjusted and set via the horizontal axis IO.
四隅にある隅柱2,2には箱枠体1を走行移動させるた
めの脚車装置16.16が装着されている。この脚車装
置16は第7図にも拡大図で示すように、脚r:417
に油圧式やネジ式等の調節ジヤツキ18によって昇降調
節自在に設けた脚柱I9の下端部に車輪20.20を設
けた構造のもので、隅柱2にブラケット21.21を介
して装着されている。Caster devices 16, 16 for moving the box frame 1 are attached to the corner posts 2, 2 at the four corners. As shown in an enlarged view in FIG. 7, this caster device 16 has a leg r: 417
It has a structure in which a wheel 20.20 is provided at the lower end of a pedestal I9 that can be freely adjusted up and down using an adjustment jack 18 such as a hydraulic or screw type, and is attached to the corner post 2 via a bracket 21.21. ing.
本発明の走行式型枠支保工は上述のように構成されてお
り、施工する構造物内の基礎コンクリートの床面に敷設
された一対のレール22゜22に脚重装首16−16の
車輪2Q−20を介して載置され、施工構造物の長平方
向に走行移動されることになる。そして、箱枠体Iの縦
桁5,5上にはスラブ型枠23が載設されると共に、ス
ラブ型枠23の両端には側壁型枠24゜24が伸縮装置
25.25により傾動調節自在に枢着26,26されて
、カルバート等の移動内型枠装置が構成されることにな
るのである。The traveling formwork support of the present invention is constructed as described above, and the wheels of the heavy leg necks 16-16 are attached to a pair of rails 22°22 laid on the foundation concrete floor of the structure to be constructed. 2Q-20, and is moved in the longitudinal direction of the construction structure. A slab formwork 23 is mounted on the vertical beams 5, 5 of the box frame I, and side wall forms 24°24 are provided at both ends of the slab formwork 23, and the tilting can be freely adjusted by expansion and contraction devices 25.25. The movable formwork apparatus such as a culvert is constructed by being pivotally mounted 26, 26 to the .
本発明支保工を移動させる際は、第3図、第4図に示す
ように、脚車装置I6のジヤツキ18を伸長し、隅柱2
.2を介して箱架体1全体を持ち上げて各支柱2.3の
下端を浮かせ、梃子装置6の下に介挿した当座15.1
5を取除き、型枠を載設した支保工を脚車装置16.1
6に支持させてレール22.22上を押進、走行させる
。そして、支保工を所定の施行位置に移動させた後は、
脚車装置16.16のジヤツキ18の操作により箱枠体
■の高さを調節してスラブ型枠23を所定の高さ位置に
設定し、各支柱2,3の梃子装置6,6の下に当座15
゜15を挿入し、ネジ杆14を回転して梃子杆8゜8を
傾動調節し、座板9と座体13とをそれぞれ当座15.
15に圧接させ、続いて各脚車装置16のジヤツキ18
を縮めて車輪20.20を上昇させる。それによって、
各脚車装置16はレール22.22より浮き上り、支保
工の各支柱2,3はそれぞれ梃子装置6及び当座15゜
15を介して床面に直接支持されることになる。When moving the shoring of the present invention, as shown in FIGS. 3 and 4, the jacks 18 of the caster device I6 are extended and the corner posts 2
.. 2, lift the entire box frame 1 to lift the lower end of each support column 2.3, and place the temporary seat 15.1 inserted under the lever device 6.
5 is removed and the shoring on which the formwork is mounted is moved to the caster device 16.1.
6 to push and run on the rails 22 and 22. After the shoring has been moved to the designated execution position,
By operating the jacks 18 of the caster devices 16 and 16, the height of the box frame body ■ is adjusted to set the slab formwork 23 at a predetermined height position, and the bottom of the lever devices 6, 6 of each support 2, 3 is Temporarily 15
15, rotate the screw rod 14 to adjust the tilting of the lever 8.8, and move the seat plate 9 and the seat body 13 to the respective positions 15.
15, and then the jacks 18 of each caster device 16.
retract and raise the wheel 20.20. Thereby,
Each caster system 16 is raised above the rails 22, 22, and each support column 2, 3 of the shoring is directly supported on the floor via a lever system 6 and a dowel 15.
その状態でコンクリートが打設され、それにともなう鉛
直方向の荷重は各支柱2.3分担されることになるので
ある。In this state, concrete is poured, and the accompanying vertical load is shared by 2.3 of the columns.
打設したコンクリートの硬化後は、型枠を剥離して次の
施工場所へ移動させるのであるが、それには、各支柱2
.3における梃子装置6のネジ杆14を回転させて、梃
子杆8を第5図の鎖線で示すように傾動させれば、各支
柱2.3が降下し、箱枠体lの高さが下り型枠23がコ
ンクリートより剥離されることになる。この場合、各支
柱2.3には打設したコンクリートによる大きな荷重が
かかっているので、従来の下端にネジジヤツキを設けた
支柱では、ジヤツキの回転操作が非常に困難であるが、
本発明で上記のように、回転させるネジ杆14は梃子を
応用していることにより、簡易に操作できることになる
。なお、側壁型枠24の方は伸縮装置25を縮めること
?こよって内方?こ傾動されてコンクリートより剥離さ
れることになる。After the poured concrete has hardened, the formwork is peeled off and moved to the next construction site.
.. By rotating the threaded rod 14 of the lever device 6 at 3 and tilting the lever 8 as shown by the chain line in FIG. The formwork 23 will be peeled off from the concrete. In this case, each column 2.3 is subject to a large load due to the poured concrete, so in conventional columns with screws at the bottom end, it is very difficult to rotate the screws.
In the present invention, as described above, the screw rod 14 to be rotated uses a lever, so that it can be easily operated. In addition, is it possible to contract the expansion device 25 for the side wall formwork 24? Is it more inward? This tilts the concrete and causes it to peel off from the concrete.
コンクリートより型枠23を剥離した後は、各脚車装置
16のジヤツキ18を伸して車輪20.20をレール2
2.22上に載せ、脚車装置16.16に支保工及び型
枠の重信を支持できるようにして、各支柱2.3の下に
介挿した当座15.15を取除き、再びレール22.2
2上を次のコンクリート施工場所に向けて走行移動させ
る。以下上記の作業を繰返して施工を進めて行くのであ
る。After peeling off the formwork 23 from the concrete, extend the jacks 18 of each caster device 16 and move the wheels 20, 20 onto the rail 2.
2.22 so that the support and formwork support can be supported on the caster device 16.16, remove the temporary seat 15.15 inserted under each support column 2.3, and place it on the rail 22 again. .2
2. Move the top to the next concrete construction site. Construction continues by repeating the above steps.
(発明の効果)
以上説明したように、本発明の型枠支保工は、縦横に配
列した支柱を横枠材で結合して四角形状の箱枠体を形成
し、上記各支柱の下端部には−、下端に座体を設けたネ
ジ杆を一端部に昇降自在に螺着した梃子杆を水平軸回り
に傾動自在に取付けた梃子装置を設け、また、上記支柱
の中の各隅柱には、車輪を昇降調節自在に設けた脚車装
置を装着した構成のものであるから、次のような優れた
効果を奏するものである。(Effects of the Invention) As explained above, the formwork support of the present invention connects columns arranged vertically and horizontally with horizontal frame members to form a rectangular box frame body, and the lower end of each of the columns is - A lever device is provided in which a screw rod with a seat at its lower end is screwed to one end so that it can be raised and lowered, and the lever is attached to be tiltable around a horizontal axis. Since this is equipped with a caster device having wheels that can be adjusted up and down, it has the following excellent effects.
(1)箱枠体の各支柱の下端部に梃子装置を設けると共
に、四隅の支柱には昇降自在の脚車装置を設けたので、
支保工の走行移動が円滑にできると共に、コンクリート
打設時にはその大きな荷重を各支柱に分担して受けさせ
ることができることになり、全体として支保工の軽量化
か図れる。(1) A lever device is provided at the lower end of each column of the box frame body, and caster devices that can be raised and lowered are provided on the four corner columns.
Not only can the shoring move smoothly, but also the large load during concrete pouring can be shared between each support, which can reduce the weight of the shoring as a whole.
(2)走行移動とコンクリート打設時との切換え操作が
容易にできる。(2) Switching operations between traveling and concrete placement can be easily performed.
(3)各支柱の受けたコンクリート打設による荷重の解
除を行うネジ杆の操作が、梃子を応用したことにより、
軽易にでき、作業能率が大巾に向上できる。(3) The operation of the screw rod, which releases the load due to concrete pouring on each support column, utilizes a lever.
It can be done easily and work efficiency can be greatly improved.
第1図は本発明の一実施例を示す正面図、第2図は同側
面図、第3図は走行移動時の状態を示す要部正面図、第
4図は同側面図、第5図は梃子装置の拡大正面図、第6
図は第5図のA−A断面図、第7図は脚車装置を示す拡
大側面図である。
l・・・箱枠体 2・・・隅柱 3・・・中柱4・
・・横枠材 5・・・縦桁 6・・・梃子装置8・
・・梃子杆 lO・・・水平軸
11・・・駒部材 12・・・ビン
13・・・座体 14・・・ネジ杆 I5・・・当
座16・・・脚車装置 I7・・・脚筒18・・・ジ
ヤツキ 19・・・脚柱20・・・車輪 22・・
・レール
第5図
第6図
第7図
0
0Fig. 1 is a front view showing one embodiment of the present invention, Fig. 2 is a side view of the same, Fig. 3 is a front view of main parts showing the state during traveling, Fig. 4 is a side view of the same, Fig. 5 is an enlarged front view of the lever device, No. 6
The drawings are a sectional view taken along the line A-A in FIG. 5, and FIG. 7 is an enlarged side view showing the caster device. l...Box frame body 2...Corner pillar 3...Middle pillar 4.
・Horizontal frame material 5 ・Vertical girder 6 ・ Leverage device 8 ・
... Lever lever lO ... Horizontal shaft 11 ... Piece member 12 ... Bin 13 ... Seat body 14 ... Screw rod I5 ... Dowel 16 ... Caster device I7 ... Leg Tube 18... Jacket 19... Pillar 20... Wheel 22...
・Rail Figure 5 Figure 6 Figure 7 0 0
Claims (1)
体を形成し、上記各支柱の下端部には、下端に座体を設
けたネジ杆を一端部に昇降自在に螺着した梃子杆を水平
軸回りに傾動自在に取付けた梃子装置を設け、また、上
記支柱の中の各隅柱には、車輪を昇降調節自在に設けた
脚車装置を装着したことを特徴とする、走行式型枠支保
工。A rectangular box frame is formed by connecting columns arranged vertically and horizontally with horizontal frame materials, and a threaded rod with a seat at the lower end is screwed into one end of each column so as to be able to rise and fall freely. The present invention is characterized in that a lever device is provided in which a lever lever is attached so as to be tiltable around a horizontal axis, and a caster device in which wheels are provided on each corner post of the above-mentioned pillar so as to be freely adjustable in elevation is provided. , mobile formwork shoring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1243940A JP2754256B2 (en) | 1989-09-20 | 1989-09-20 | Traveling formwork support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1243940A JP2754256B2 (en) | 1989-09-20 | 1989-09-20 | Traveling formwork support |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03107097A true JPH03107097A (en) | 1991-05-07 |
JP2754256B2 JP2754256B2 (en) | 1998-05-20 |
Family
ID=17111299
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1243940A Expired - Fee Related JP2754256B2 (en) | 1989-09-20 | 1989-09-20 | Traveling formwork support |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2754256B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102733830A (en) * | 2011-04-14 | 2012-10-17 | 中国华冶科工集团有限公司 | Support for mine concrete support engineering and support method thereof |
CN105275479A (en) * | 2015-11-12 | 2016-01-27 | 中建三局集团有限公司 | Tunnel formwork trolley rotation device capable of walking in multiple directions |
-
1989
- 1989-09-20 JP JP1243940A patent/JP2754256B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102733830A (en) * | 2011-04-14 | 2012-10-17 | 中国华冶科工集团有限公司 | Support for mine concrete support engineering and support method thereof |
CN105275479A (en) * | 2015-11-12 | 2016-01-27 | 中建三局集团有限公司 | Tunnel formwork trolley rotation device capable of walking in multiple directions |
Also Published As
Publication number | Publication date |
---|---|
JP2754256B2 (en) | 1998-05-20 |
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