JPS6144186B2 - - Google Patents
Info
- Publication number
- JPS6144186B2 JPS6144186B2 JP55081331A JP8133180A JPS6144186B2 JP S6144186 B2 JPS6144186 B2 JP S6144186B2 JP 55081331 A JP55081331 A JP 55081331A JP 8133180 A JP8133180 A JP 8133180A JP S6144186 B2 JPS6144186 B2 JP S6144186B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- slab
- frame member
- formwork
- ceiling
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 18
- 239000000463 material Substances 0.000 claims description 17
- 238000010276 construction Methods 0.000 description 8
- 238000007689 inspection Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】
本発明は、各種形状のカルバート等を構築する
ための型枠移動用の台車装置に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a trolley device for moving formwork for constructing culverts and the like of various shapes.
近年、地下道や坑道等の各種カルバートや高架
構造物、建築の躯体等を構築するために、種々の
移動型枠装置が開発されているが、これら従来の
移動型枠装置は、一般に床面上に施設された軌条
に沿つて施工位置まで移動されるようになつてい
る。ところが、軌条が正確に施設されていない
と、所定の位置に移動型枠をセツトしても、例え
ばスラブせき板が構築物の天井の基線と一致しな
いため、軌条の施設は時間がかかつても、正確に
行なう必要があつた。また、移動型枠装置を搬入
後、軌条の施設に狂いがあることがわかつた場合
には、軌条の手直しに多くの手間と時間を要し、
作業能率が著しく低下する原因となつていた。 In recent years, various types of mobile formwork equipment have been developed to construct various types of culverts such as underground passages and tunnels, elevated structures, and building frames.However, these conventional mobile formwork equipment generally It is designed to be moved to the construction site along the rails installed in the area. However, if the rails are not installed accurately, even if the movable formwork is set in the predetermined position, for example, the slab sheathing will not match the base line of the ceiling of the structure, so it will take time to install the rails. I had to do it correctly. In addition, if it is discovered that the rail facilities are out of alignment after the mobile formwork equipment is brought in, it will take a lot of time and effort to modify the rails.
This caused a significant drop in work efficiency.
本発明は上記従来の欠点に鑑み提案されたもの
で、型枠を載設する移動装置の台車枠組みを平行
クランク機構に構成し、これを変形調節できるよ
うにして、軌条の施設に多少の狂いがあつても、
スラブせき板を構築物の天井の基線に正確に一致
させることができると共に、操作の極めて簡単な
型枠移動用台車装置を提供せんとするものであ
る。 The present invention has been proposed in view of the above-mentioned drawbacks of the conventional art, and the bogie frame of the moving device for mounting the formwork is configured as a parallel crank mechanism, which can be deformed and adjusted. Even if there is
It is an object of the present invention to provide a formwork moving trolley device which can accurately match the base line of the ceiling of a structure with a slab sheath plate and which is extremely easy to operate.
以下、本発明を図に示す実施例に基づいて具体
的に説明する。 Hereinafter, the present invention will be specifically explained based on embodiments shown in the drawings.
第1図はスラブ型枠を載置した本発明装置の正
面図、第2図は本発明装置を連設してこれにスラ
ブ型枠を載置したところを示す側面図である。図
中Aは竪形四角形枠体で、1はその上枠材、2は
下枠材、3,3は側枠材で、これら各枠材1,
2,3,3は四角形に枠組され、その連結部は
各々ピンチにより枢着されて平行クランク機構に
構成されている。また、5,5は下枠材2に設け
られたブラケツトで、これにはネジ杆6,6が隣
接の側枠材3,3に向けて出入自在に螺着され、
その先端は側枠材3,3に設けた当金7,7に当
接されている。従つて、該ネジ杆6,6を回動し
てその側枠材3,3への突出長さを調節すること
によつて、側枠材3,3は第1図矢印a,aのよ
うにピン4,4を中心に傾動することとなるので
ある。 FIG. 1 is a front view of the apparatus of the present invention on which a slab formwork is placed, and FIG. 2 is a side view showing the apparatus of the present invention installed in series and the slab formwork placed thereon. In the figure, A is a vertical rectangular frame, 1 is an upper frame material, 2 is a lower frame material, 3, 3 are side frame materials, and each of these frame materials 1,
2, 3, and 3 are framed in a rectangular shape, and the connecting portions thereof are each pivotally connected with a pinch to form a parallel crank mechanism. Reference numerals 5 and 5 denote brackets provided on the lower frame material 2, to which threaded rods 6 and 6 are screwed so as to be able to move in and out toward the adjacent side frame materials 3, 3,
The tips thereof are brought into contact with abutments 7, 7 provided on the side frame members 3, 3. Therefore, by rotating the threaded rods 6, 6 and adjusting the protruding length thereof to the side frame members 3, 3, the side frame members 3, 3 can be moved as shown by arrows a, a in FIG. Therefore, it will tilt around the pins 4, 4.
そして、枠体Aの下部には、車輪8とネジ或は
油圧式等の昇降装置9を有する走行脚10が設け
られており、枠体Aはこの走行脚によつて床盤B
上に施設された軌条11に沿つて走行移動しうる
ようになつている。 A running leg 10 having wheels 8 and a lifting device 9 such as a screw or hydraulic type is provided at the lower part of the frame body A.
It is designed to be able to run and move along rails 11 installed above.
上記構成の台車装置は、第2図に示したよう
に、軌条11に沿つて所要間隔をおいて複数基併
立され、適宜な連結材12,12によつて連結し
て使用される。そして、このように連結された装
置上には、縦桁13が架設され、その上面には装
置の走行方向と直角に、所要間隔をおいてスラブ
梁14,14が複数本設けられ、更にこのスラブ
梁14上には、構築する天井の壁面形状と一致し
た形状に形成したスラブせき板15が架設されて
いる。 As shown in FIG. 2, a plurality of bogie devices having the above configuration are installed side by side at required intervals along the rail 11, and are used by being connected by appropriate connecting members 12, 12. A longitudinal girder 13 is installed on the devices connected in this way, and a plurality of slab beams 14, 14 are provided on the top surface at a required interval at right angles to the running direction of the device. A slab sheath plate 15 is installed on the slab beam 14 and has a shape that matches the wall shape of the ceiling to be constructed.
本発明装置に型枠を載置して、例えばカルバー
トの天井を構築する場合には、第3図に示すよう
に、装置を軌条11に沿つて所定の施工位置まで
搬入し、次に昇降装置を操作して枠体Aを上昇さ
せ、スラブせき板15の上面が、構築するカルバ
ートの天井の内壁面に沿う所定位置になるように
セツトする。 When a formwork is placed on the apparatus of the present invention to construct, for example, the ceiling of a culvert, the apparatus is carried along the rails 11 to a predetermined construction position, as shown in FIG. is operated to raise the frame body A and set it so that the upper surface of the slab sheathing plate 15 is at a predetermined position along the inner wall surface of the ceiling of the culvert to be constructed.
このとき、例えば施設した軌条11に狂いがあ
つて、スラブせき板15が天井の基線Cと一致し
ない場合には、ネジ杆6,6を回動して、その突
出長さを調節することにより、側枠材3,3を第
1図に示すように下枠材2と連結したピン4,4
回りに傾動させ、上枠材1を水平移動させること
により、スラブせき板15を天井の基線Cと一致
させることができる。 At this time, for example, if the installed rail 11 is out of alignment and the slab sheathing plate 15 does not match the base line C of the ceiling, the screw rods 6, 6 can be rotated to adjust their protruding length. , pins 4, 4 connecting the side frame members 3, 3 to the lower frame member 2 as shown in FIG.
By tilting the upper frame member 1 in the rotational direction and moving the upper frame member 1 horizontally, the slab sheath plate 15 can be aligned with the base line C of the ceiling.
この場合、枠体Aは上枠材1、下枠材2、側枠
材3,3により平行クランク機構により構成され
ているので、昇降装置9により下枠材2が水平に
なるようにセツトしておけば、側枠材3,3が傾
動しても、上枠材1は常に下枠材2と平行に水平
維持されたまま枠体Aの巾方向に移動するので、
上枠材1に載置された縦桁13、スラブ梁14を
介して載架されたスラブせき板15も、上枠材1
と共に水平移動することになる。そして、側枠材
3,3が傾動すると、上枠材1と下枠材2間の平
行距離が短かくなり、スラブせき板15の高さが
低くなるから、側枠材3,3を傾動させてスラブ
せき板15を天井の基線Cと一致させた後に、低
くなつたスラブせき板15を、昇降装置9により
再び元の高さまで持ち上げて、スラブせき板15
の上面を、構築する天井の内壁面に沿う所定位置
になるようにさせればよい。 In this case, since the frame A is constituted by a parallel crank mechanism consisting of an upper frame member 1, a lower frame member 2, and side frame members 3, 3, the lower frame member 2 is set horizontally using the lifting device 9. If this is done, even if the side frame members 3, 3 tilt, the upper frame member 1 will always move in the width direction of the frame body A while remaining horizontally parallel to the lower frame member 2.
The vertical girder 13 placed on the upper frame member 1 and the slab sheath plate 15 placed on the slab beam 14 are also attached to the upper frame member 1.
It will move horizontally. When the side frame members 3, 3 are tilted, the parallel distance between the upper frame member 1 and the lower frame member 2 is shortened, and the height of the slab sheath plate 15 is lowered, so the side frame members 3, 3 are tilted. After aligning the slab sheir 15 with the baseline C of the ceiling, the lowered slab shear 15 is lifted back to its original height by the lifting device 9, and the slab sheath 15 is raised to its original height.
What is necessary is to position the upper surface of the ceiling at a predetermined position along the inner wall surface of the ceiling to be constructed.
上記の操作によつて、スラブせき板15を天井
の基線Cに正確に一致させてセツトし終えたなら
ば、スラブせき板15の両端縁とカルバートの側
壁16との間に補助せき板17を介装し、側壁1
6の内側上部に所要間隔をおいて固定した支持金
具18の上面と補助せき板17の底面間に、テー
パー面を逆に接触させたクサビ19,20を打ち
込んで、補助せき板17の上面をスラブせき板1
5の上面と面一になるように調節した後、スラブ
せき板15及び補助せき板17によつて形成され
た型枠上にコンクリート21を打設すれば、カル
バートの天井が構築されることになる。 Once the slab sheathing board 15 has been set to accurately match the base line C of the ceiling by the above operation, the auxiliary shedding board 17 is placed between both ends of the slab sheathing board 15 and the side wall 16 of the culvert. Intermediate, side wall 1
The wedges 19 and 20 with their tapered surfaces in opposite contact are driven between the top surface of the support fitting 18 fixed at a required interval on the inner upper part of the auxiliary weir plate 17 and the bottom surface of the auxiliary weir plate 17. slab weir plate 1
After adjusting it so that it is flush with the top surface of 5, concrete 21 is poured onto the formwork formed by the slab weir 15 and the auxiliary weir 17, and the ceiling of the culvert is constructed. Become.
次に、打設したコンクリート21が硬化したな
らば、クサビ19,20を取り除いて補助せき板
17を引き抜き、支持金具18を取り外した後、
昇降装置9を操作して枠体Aを降下させ、走行脚
を使つて型枠を本発明台車装置に載せたまま、軌
条11に沿つて次の施工位置まで移動させ、順次
構築を進めて行けばよい。 Next, once the poured concrete 21 has hardened, the wedges 19 and 20 are removed, the auxiliary weir plate 17 is pulled out, and the support fittings 18 are removed.
Operate the lifting device 9 to lower the frame body A, and move the formwork along the rails 11 to the next construction position using the traveling legs while keeping it on the trolley device of the present invention, and proceed with construction one by one. Bye.
なお、本実施例においては、あらかじめ構築さ
れたカルバートの側壁16上に天井を構築する場
合を示しているが、第4図に示すように、スラブ
梁14の両端に側壁縦バタ22を傾動自在に枢支
し、側壁縦バタ22の外側に架設した側壁せき板
23と、スラブ梁14の上面に架設したスラブせ
き板15によつて形の型枠を構成し、その周囲
にコンクリートを打設すれば、カルバートの側壁
と天井を同時に構築することが可能である。 In this embodiment, a case is shown in which a ceiling is constructed on the side walls 16 of a culvert constructed in advance, but as shown in FIG. A formwork is constituted by the side wall sheathing plate 23 which is pivoted to the side wall sheathing plate 23 and is constructed on the outside of the side wall vertical flap 22, and the slab shearing board 15 which is constructed on the upper surface of the slab beam 14, and concrete is poured around it. Then, it is possible to construct the side walls and ceiling of the culvert at the same time.
又、枠体Aの構成も、第4図に示すように、側
枠材3の下端に脚部を固定し、その上端に縦桁1
3を載せるようにし、このような側枠材3の上、
下部に上枠材1と下枠材2とを枢着させてもよ
い。この場合は、枠体Aを傾動させると若干不安
定とはなるが、実際は、その傾動量は僅かですむ
場合が多いので、このような構成のものでも使用
可能であり、製作費は安価となる。 Also, as shown in Fig. 4, the structure of the frame A is such that the legs are fixed to the lower ends of the side frame members 3, and the vertical beams 1 are fixed to the upper ends of the legs.
3, on top of such side frame material 3,
The upper frame member 1 and the lower frame member 2 may be pivotally attached to the lower part. In this case, if the frame A is tilted, it will become a little unstable, but in reality, the amount of tilting is often only a small amount, so a structure like this can also be used, and the manufacturing cost is low. Become.
更に、本実施例においては、ネジ杆6,6は下
枠材2に設けられているが、ネジ杆6は他の上枠
材1や側枠材3,3に設けてもよく、或は、2個
のネジ杆6,6を互に異る枠材に設けるようにし
てもよい。また、ネジ杆6による枠体Aの変形調
節手段は、第1図のものとは別な手段も考えられ
る。 Further, in this embodiment, the screw rods 6, 6 are provided on the lower frame material 2, but the screw rods 6 may be provided on other upper frame materials 1, side frame materials 3, 3, or , the two threaded rods 6, 6 may be provided on different frame materials. Further, the means for adjusting the deformation of the frame A by the threaded rod 6 may be different from that shown in FIG.
即ち、第5図は他の手段を例示したもので、ネ
ジ杆6はその基端部を側枠材3に設けたブラケツ
ト5に、回動自在でしかも長さ方向には移動でき
ないように設けたネジ杆6の先端側を、上枠材1
にピン24により回動自在に取付けたピン付ナツ
ト25に螺合させている。この場合は第1図の例
のようにネジ杆6を2個要することはなく、図の
ようにネジ杆6は1個だけでもすむことになり、
それだけ操作も簡易となり、経済的でもある。 That is, FIG. 5 illustrates another means, in which the threaded rod 6 is provided with its base end on a bracket 5 provided on the side frame member 3 so as to be rotatable but not movable in the length direction. Attach the tip of the threaded rod 6 to the upper frame material 1.
It is screwed into a nut 25 with a pin which is rotatably attached by a pin 24. In this case, two screw rods 6 are not required as in the example in Figure 1, and only one screw rod 6 is required as shown in the figure.
This makes the operation easier and more economical.
以上説明したように本発明は、平行クランク機
構に構成された枠体を変形調節自在とすると共
に、これに昇降装置を有する走行脚を設けて台車
装置を構成したので、
(1) 台車装置を連結して型枠を自在に移動させる
ことができると共に、軌条に沿つて搬入した位
置が狂つていても、ネジ杆を回動させて枠体変
形させることにより、スラブせき板を構築する
天井の基線に正確にセツトすることができる。 As explained above, the present invention configures a bogie device by making the frame configured in a parallel crank mechanism deformable and adjustable, and providing the running legs with a lifting device to the frame body. (1) The bogie device A ceiling that constructs slab shedding boards by connecting the formwork so that it can be moved freely, and by rotating the screw rods and deforming the frame even if the formwork is moved in an incorrect position along the rails. can be set accurately to the baseline.
(2) 枠体は平行クランク機構となつているので、
スラブせき板を巾方向に移動させてもスラブせ
き板の水平度は常に維持されるから、スラブせ
き板の位置の確認が極めて容易である。(2) The frame has a parallel crank mechanism, so
Since the horizontality of the slab weir is always maintained even when the slab weir is moved in the width direction, it is extremely easy to confirm the position of the slab weir.
(3) スラブせき板の位置修正は、ネジ杆を操作す
るだけの簡易な操作で極めて短時間に行なうこ
とができるから、施工能率が大巾に向上され
る。(3) Since the position of the slab weir can be adjusted in an extremely short time by simply operating the screw rods, construction efficiency is greatly improved.
(4) 枠体を変形させるための手段は、枠材の一つ
にネジ杆を螺着させ、そのネジ杆を隣接枠材に
関連させた構成となつているので、ネジ杆を各
枠材の枢着する隅部に取付けることができて枠
体内に大きく出張ることがなく、したがつて、
枠体内が広く確保でき、通路や運搬路或は作業
場所として使用することができ、施工能率が良
好になると共に作業の安全性も向上される。(4) The means for deforming the frame consists of screwing a threaded rod onto one of the frame members and relating the threaded rod to an adjacent frame member. It can be installed at the pivot point of the frame and does not protrude significantly into the frame.
The interior of the frame can be kept wide and can be used as a passage, transportation path, or work place, improving construction efficiency and improving work safety.
(5) 枠体は昇降装置を操作することにより、その
高さを大巾に圧縮できるから、現場への搬入や
運搬、移動が容易であると共に、倉庫への収納
スペースを少なくすることができる。(5) The height of the frame can be reduced to a large width by operating the lifting device, making it easy to carry, transport, and move to the site, as well as reducing storage space in the warehouse. .
(6) 構造が極めて簡単で安価に製作し得ると共
に、保守点検も容易である。(6) The structure is extremely simple and can be manufactured at low cost, and maintenance and inspection are also easy.
等、多くの利点を有し、カルバートの構築のみな
らず、高架構造物や建築の躯体等の構築にも広く
適用することができる、優れた型枠移動用台車装
置を提供し得るものである。It is possible to provide an excellent trolley device for moving formwork, which has many advantages such as, and can be widely applied not only to the construction of culverts but also to the construction of elevated structures and building frames. .
図面は本発明の実施例を示したもので、第1図
は型枠を載置したところを示す正面図、第2図は
同側面図、第3図はその使用状態を示す正面図、
第4図は他の実施例を示す正面図、第5図は更に
他の実施例を示す正面図である。
A……竪形四角形枠体、1……上枠材、2……
下枠材、3……側枠材、4……ピン、5……ブラ
ケツト、6……ネジ杆、7……当金、8……車
輪、9……昇降装置、10……走行脚、11……
軌条、12……連結材、13……縦桁、14……
スラブ梁、15……スラブせき板。
The drawings show an embodiment of the present invention; FIG. 1 is a front view showing a place where the formwork is placed, FIG. 2 is a side view of the same, and FIG. 3 is a front view showing its usage state.
FIG. 4 is a front view showing another embodiment, and FIG. 5 is a front view showing still another embodiment. A... Vertical rectangular frame body, 1... Upper frame material, 2...
Lower frame material, 3... Side frame material, 4... Pin, 5... Bracket, 6... Screw rod, 7... Bolt, 8... Wheel, 9... Lifting device, 10... Traveling leg, 11...
Rail, 12... Connecting material, 13... Longitudinal girder, 14...
Slab beam, 15...slab sheath board.
Claims (1)
して、平行クランク機構の堅形四角形枠体を形成
し、前記枠材の少なくとも一つの端部にネジ杆を
螺着させ、また、該ネジ杆の先端を他の隣接枠材
に当接または螺合させ、該ネジ杆を回動させるこ
とにより、前記枠体の四角形状を変形調節自在に
なすと共に、これに昇降装置と車輪を有する走行
脚を設けたことを特徴とする、型枠移動用台車装
置。1. A side frame member, an upper frame member, and a lower frame member are respectively pivotally connected to form a rigid rectangular frame of a parallel crank mechanism, and a threaded rod is screwed to at least one end of the frame member, Furthermore, by bringing the tip of the threaded rod into contact with or screwing into another adjacent frame material and rotating the threaded rod, the rectangular shape of the frame can be freely deformed and adjusted, and the lifting device can be attached to the frame. A dolly device for moving formwork, characterized in that it is provided with traveling legs having wheels.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8133180A JPS5710000A (en) | 1980-06-18 | 1980-06-18 | Truck device for moving mold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8133180A JPS5710000A (en) | 1980-06-18 | 1980-06-18 | Truck device for moving mold |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5710000A JPS5710000A (en) | 1982-01-19 |
JPS6144186B2 true JPS6144186B2 (en) | 1986-10-01 |
Family
ID=13743392
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8133180A Granted JPS5710000A (en) | 1980-06-18 | 1980-06-18 | Truck device for moving mold |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5710000A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07116831B2 (en) * | 1986-04-25 | 1995-12-18 | 岡部株式会社 | Traveling mobile formwork device |
CN102425435B (en) * | 2011-12-30 | 2013-09-04 | 广汉金达隧道机械有限公司 | Ultra-large whole-circle needle beam type hydraulic steel mould trolley and demoulding method thereof |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5659966A (en) * | 1979-10-23 | 1981-05-23 | Okabe Kk | Mobile form apparatus for building |
-
1980
- 1980-06-18 JP JP8133180A patent/JPS5710000A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5659966A (en) * | 1979-10-23 | 1981-05-23 | Okabe Kk | Mobile form apparatus for building |
Also Published As
Publication number | Publication date |
---|---|
JPS5710000A (en) | 1982-01-19 |
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