JPS6078054A - Moving mold frame apparatus - Google Patents
Moving mold frame apparatusInfo
- Publication number
- JPS6078054A JPS6078054A JP18322083A JP18322083A JPS6078054A JP S6078054 A JPS6078054 A JP S6078054A JP 18322083 A JP18322083 A JP 18322083A JP 18322083 A JP18322083 A JP 18322083A JP S6078054 A JPS6078054 A JP S6078054A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- support
- frame
- wall
- concrete
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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
本発11[1は、旺設置°t1:冒吻に+15r;コン
クリ−1−を姉I−に1・消した、Jψ・四り枠とn卵
E111:9・とを有オるXス旬I!1.り枠’i+4
1Q ニ11 ヤZ) モノテIL ル。
IZ・11えば、凹立工;)璧yFにおいては、gIl
i岸のために4jij ’sχJ11+外周(・こ・1
11廿等右使用してtzルオ+’:+ 111. Il
l、ηヅ)・(17築し、その外(Pllに腐食を防止
するため番で和尚なj7さにわたりコンクリートをY)
1;侍することが行われている。また、′1或はコンク
リート等による既設置jY −、i′:r ’向の外1
ntoに、さらに突13 L、てコンクリート(7・)
端物をt:’i mすることも行われている。
このような既7目1°J昌?1物ヘマの被覆コンクリー
トは、各くの■、”、−合、直立した壁型枠のほかにl
j¥型枠が必゛−;9どされる。
ところで、コンクリートの型枠施工に才3いては、その
省力化、AH化及び、!′り済性の点から、大則lcハ
リ枠による移動型枠工法が普及されつつ;1.−)るが
、前記のように、壁型オ′・シと底ルリ枠とが必―とさ
れる工事では、型枠の!3形、11仰1へり等の操作が
t’a雑化“yるため、千f、 Fi+型枠によらない
旧来の手相み、手払いによるJ、”j t′+” 飾玉
によっているのが現状である。
本発明は、前記の“l↓情に!i□、V、壁型枠と底型
枠との↑す数の異る型枠を(fliiえ、それぞれにQ
+jl形、脱](す等の操作が容易にでき箭単な構造で
安価にτ1i14作できる移nlJ型枠装僅を提供しよ
うとするものし、外端部及び内端部に車輪を設けた走行
架台に、外方に向けて長く朶出するパリ枠支持体を載設
し、その型枠支持体に、壁型枠を型枠支持体の長手方向
と上下方向に移mQ 1lffI’ii自在に吊設する
とともに、壁型枠の外方に位置してて゛下端部に底型枠
を内方に向は突設した支持台を、型枠支持体の長手方向
に、$ I+)自在かつ上下方向に移動、1・4節自在
に吊設したことに特徴を有するものである。
以下、本発明の実施例については1面を参照して説明す
る。
図においてlは走行架台で、it+工’(19ifj物
の横断方向すなわち内外方向に相当の隣さを有して形成
されており、その外端部及び内端)11へには、それぞ
れ車翰2を昇1・・F I’ij47m自在に設けた旧
1屯3が装着されている。この走行架台1は施工槍端物
の長さ方向に所要の間1mをおいて複数I!ii+、置
され、互に桁材4,4によって結合されている。
走行架台lの上には、外方に長く突出した型枠支持体5
がC・載設され、その内端部には力・タンターウェイト
6がMi前されている。そして、型枠支持体5の外方部
には1−ン型枠7が一ヒ下方向及びパリ枠支持体5の長
さ方向に移動1−f 殿自在に吊設されている。すなわ
ち、rlでノ豐(卆7は省′来の型枠と同様に、虜バタ
8と横バタ9とを結合したものにぜきイル10を数句は
形成さオIているとともに、この型枠7には上方に向(
Jて’、pi、さ調節杆1]が結合され、高さ一節杆1
1にはネジ杆12の回l・11によって上下に移與11
゛るローラ13が設りてt)って、壁型枠7はこのロー
ラJ3イτ・介し7て型枠支持体5の長さ方向に走行目
イ[に吊下されている。そして、高さW’J ?!II
杆11はその上部に4−鳴いて型枠支持体5の下面に突
設されたブラケット14と、ネジ杆15のIU目す1で
ピン16を浄移、 RI9さぜる横移動ジヤツキ17に
より連結されている。したがって、壁刑枠7は、ネジ杆
12校回li!11さぜることにより上下Vtc、移動
1.IM節されるとともに、ネジ杆15を回動さぜるこ
とによりローラ13を介して型枠支持体5の長さ方向に
H(t4Δill調節されることになる。
また、18は前記壁型枠7の外方に位置して型枠支持体
5に吊設した支持台で、上端部((ネジ杆19により上
下に移仰1するローラ20を設けた吊杆2]、2]の下
端に台杆22を内方へ長く突設して設け、その突出部に
底型枠−5!3が載設されており、前記のローラ20,
29を介して型枠支持体5の長さ方向に走行自在となっ
ている。したがって、底型枠23はネジ杆19.19の
回向によって支持台とともに上下方向に移動1:”A節
され、またローラ20 、20によって型枠支持台5の
長さ方向に移動が自在となっているのである。なお、台
杆22上には必要に応じて足場板24等を適宜+lil
/設することができる。
前記描成の木琴1q装置によりバ″1:設栢造物への被
Uコンクリートの打設を行うには、P設晴造!′l@A
の内方部%はこれに拵続された地盤上に、既設オ;イ端
物の長さ方向に沼ってレール25.25を敷設し、その
上に本発明装置を架台lの車呻2.2を介して載置し、
所定の施工位置に走行搬入する。そして、寥ず壁型枠7
を所定の位置に設定するが、壁型枠7の上下方向の位1
This episode 11 [1 is O installation ° t1: +15r on proboscis; concrete 1- is 1-erased on sister I-, Jψ, four-frame and n egg E111:9. Season I! 1. Frame 'i+4
1Q Ni11 YaZ) Monote IL Le. IZ・11 For example, dentate work ;) In yF, gIl
For the i shore, 4jiij'sχJ11 + outer circumference (・ko・1
11 years etc. right use tz luo +': + 111. Il
l, ηヅ)・(17 built, outside (concrete over 7 lengths to prevent corrosion on Pll)
1; Samurai is being practiced. In addition, '1 or the outside 1 of the existing jY −, i':r' direction made of concrete, etc.
To nto, further 13 L, concrete (7・)
It is also practiced to t:'i m small items. Like this already 7 eyes 1°J Chang? One piece of concrete covering concrete can be used in various ■, ”, -, in addition to upright wall formwork.
The formwork is required. By the way, there are many skills in concrete formwork construction, such as labor saving, AH, and... 1. From the viewpoint of ease of construction, the mobile formwork construction method using general LC tension frames is becoming popular; 1. -) However, as mentioned above, in construction work that requires a wall type opening and a bottom frame, it is difficult to use the formwork! Because the operations such as 3 form, 11 elevation and 1 hem are complicated, 1,000 f, Fi + traditional palm reading that does not depend on the formwork, J by hand, ``j t'+'' Decorated beads are used. This is the current situation. i □, V, wall formwork and bottom formwork with different numbers of ↑
The purpose is to provide a transfer type frame assembly that can be easily operated, has a simple structure, and can be manufactured at low cost, and has wheels on the outer and inner ends. A frame support that extends outwardly is mounted on the traveling frame, and the wall formwork can be freely moved to the formwork support in the longitudinal direction and vertical direction of the formwork support. At the same time, a support stand located outside the wall formwork and having the bottom formwork protruding inward from the lower end thereof can be freely and It is characterized by being able to move vertically and being hung freely at 1 and 4 sections. Hereinafter, embodiments of the present invention will be described with reference to the first page. In the figure, l denotes a traveling frame, and it+works' (19ifj is formed with considerable adjacency in the transverse direction, that is, the inside and outside direction, and its outer and inner ends) 11 is connected to the vehicle roof. The old 1 ton 3, in which 2 was raised 1...F I'ij 47m, was freely installed. This traveling frame 1 is installed in a plurality of I! ii+, placed and connected to each other by beams 4,4. On the traveling frame l, there is a formwork support 5 that protrudes outward.
is mounted on C and a tanter weight 6 is mounted on its inner end. A 1-neck formwork 7 is suspended from the outer part of the formwork support 5 so as to be movable 1-f in the downward direction and in the length direction of the frame support 5. In other words, in the rl, there are several creases 10 formed in the formwork (similar to the conventional formwork), which is a combination of the captive baton 8 and the horizontal batta 9, and this Formwork 7 has an upward direction (
Jte', pi, sa adjustment rod 1] are combined, height one section rod 1
1 is moved up and down by turning 11 of screw rod 12.
A roller 13 is provided, through which the wall formwork 7 is suspended in the longitudinal direction of the formwork support 5 through this roller J3. And the height W'J? ! II
The rod 11 has a bracket 14 protruding from the bottom surface of the formwork support 5 at its upper part, and a pin 16 is moved by the IU eye 1 of the threaded rod 15, and is moved by a lateral movement jack 17 that moves RI9. connected. Therefore, the wall frame 7 has 12 screw rods! 11 Move up and down Vtc by shaking 1. At the same time, by rotating the threaded rod 15, H (t4Δill) is adjusted in the length direction of the formwork support 5 via the roller 13. 7 and suspended from the formwork support 5, and the lower end of the upper end ((suspending rod 2 provided with a roller 20 that moves up and down by a threaded rod 19), 2]. A stand rod 22 is provided to protrude long inwardly, and a bottom formwork 5!3 is mounted on the protrusion, and the rollers 20,
It can run freely in the length direction of the formwork support 5 via 29. Therefore, the bottom formwork 23 is moved vertically together with the support base by the rotation of the screw rods 19 and 19, and is also freely movable in the length direction of the formwork support base 5 by the rollers 20 and 20. In addition, a scaffold board 24 or the like may be placed on the stand rod 22 as necessary.
/ can be set. In order to place concrete to be placed on the layered structure using the xylophone 1q device described above,
On the ground connected to this, a rail 25.25 is laid in the length direction of the existing O; 2. Place it through 2,
Transport it to the designated construction location. And the wall formwork 7
is set at a predetermined position, but the position 1 in the vertical direction of the wall formwork 7 is
【7はネジ杆】2を掃作して、ローラ13に対する高さ
調節杆J1の上下fλ論によってi’:’!I節される
。ボッと、壁型枠7の型枠支持台5の長さ方向、すなわ
ち、既設4゛11造物A IC対する所定の間隔aを保
つための移粗圓問Vi1は、j、j:j I:、’=
青Qジャ・ツキJ7のネジ杆15の+゛・!1作によっ
て行われる。なお、この温合、既設置F? ;、j、物
へと壁ルリ枠7との間15右・保持するために、あらか
じめ既設杓遺物Aにセパレータ26゜26の県外”、1
を1′δ梓等の手段で固定l、て才Xき、その先端に八
〈型枠7を結合させるようにする。
次に、底型枠23をセットするので〆=)るが、それに
は、ネジ杆19 、 ]、 9を4・f作し7て支持台
18を降下さ・毬でおいて、これを内方に移動させ、底
型枠23の内f、:tAを既設#:’l造物八端物へさ
せて、ネジ杆19.19を4や作シ1.て支持台1Bを
引上げ、Ig、<1示のようにハ″E :1Tllj枠
23を壁型枠7の下端に当接させる。そして、壁型枠7
と底型枠23とを適宜な手段で結合し、必要に応じて打
設されるコンクリートBの重量に耐えるように門・設枯
端物Aに結合された吊ボルト(図示を略す)等でIFE
型枠23を吊るようにする。
このようにして壁wノ枠7と底型枠23とのセットが終
えれば、これらの型枠と既設オh端物Aとの間にコンク
リートBを打設する。°なお、被yi;コンクリートB
を既設宿端物Aの上面にも施スB>合には、図示のよう
に、所定の位置に別途哨型枠27を設置する。
打設したコンクリートBが硬化したならば、まず、壁型
枠7と底が+2枠23との結合を留き、ネジ杆19.1
9を操作して底型枠23を降下した後支持台18を一゛
1す枠支持体5に沿って外方に移動させ、ついで、セパ
レータ26と壁型枠7との結合をrI7いた後、tii
i;Z動ジヤツキ17のネジ杆15を操作して壁型枠
7を型枠支持体5に治って外方に移動させれは、各型セ
i−7,23の脱型が行えることになる。なお、絡型枠
27を設ii’#: L/た場合は、これを撤去するこ
とはいうまでもない。
そして、型枠脱型陵は装U′(、を押イ(」シて次の施
工場所へ移動させ、前述の操作を反イ〃するのである。
なお、前5[ル実施「lにおいては、壁型枠7の上下方
向とf1方向、及び底gl) p423の上下方向の移
1fill Ml!J節手段としてネジ式を採用してい
るが、これら各fl’i t′lj手段は油EE式ぞの
他者λ・Rの方式のものが採用用能である。また、装置
の走行移動手段として重輪2とレール25とを用いてい
戸が、これも、レール25との係合をリワしjQい一般
的な巾幹イ?用いてレールの−rj、股を省「各するこ
ともできる。
以上説明したように、本発明へり枠装置パ1は、外端H
<tt及び内、jl:A部に車1りを設けた走行架台に
、外方に向けて降く突出すめ型↑?・支持体を・1.す
設し、その型枠支持体に、工1.亡型オWを型枠支持体
の長手方向と上下方向に移f’an調間自在に吊設する
とともに、壁型枠の外方に位置して、下ず偏部にP型枠
を内方に向は突設した支持台を、パリ枠支持体の長手方
向に移動自在かつ上下方向に移咄+lLI hi自在に
吊設したので、セル措端物等への被拶コンクリートの施
工のように、壁型枠と底!I、!I枠とを必要とする場
合において、それら壁型枠と底型枠との各整層、調節、
脱フ(すの操作及びJElj枠の移動が極めて簡易で施
工が能率的に行い得るとともに、イ1イ造が全体として
簡単で安価’fl +i、!!作することができ、;)
IIH7:Qコンクリート16[i王へのμ卯I型粋の
7i%人を・可能とし、型枠施工の能率化、省力化、経
済化を図ることができる等、多くの但れた幼果什発押す
るものでIr)る。[7 is the screw rod] 2 is swept, and the height adjustment rod J1 is up and down with respect to the roller 13 according to the theory of fλ: i':'! Section I. The length direction of the formwork support base 5 of the wall formwork 7, that is, the movement circle Vi1 for maintaining a predetermined distance a with respect to the existing 4゛11 structure A IC is j, j:j I: ,'=
Blue Q Ja Tsuki J7 screw rod 15 +゛・! It is done by one work. In addition, this temperature is already installed F? ;, j, In order to maintain the 15 right between the object and the wall Ruri frame 7, place a separator 26°26 outside the prefecture on the existing ladle relic A in advance.
1' δ is fixed by a means such as a screw, and the formwork 7 is connected to its tip. Next, the bottom formwork 23 is set, so it is completed by making the screw rods 19, ], 9 4 and 7, lowering the support base 18, and holding it inside. Move the inner part of the bottom form 23 to the existing #:'l structure, and screw the threaded rod 19.19 into the 4 and 1. Then pull up the support base 1B and bring the frame 23 into contact with the lower end of the wall formwork 7 as shown in Ig<1.
and the bottom formwork 23 by appropriate means, and if necessary, use hanging bolts (not shown) or the like connected to the gate/installed dead ends A to withstand the weight of the concrete B to be poured. IFE
The formwork 23 is suspended. After the wall frame 7 and bottom form 23 are set in this way, concrete B is placed between these forms and the existing off-cut A. °In addition, cover yi; concrete B
If this is also the case, a sentry frame 27 is separately installed at a predetermined position as shown in the figure. Once the poured concrete B has hardened, the wall formwork 7 and the +2 bottom frame 23 are first fastened together, and the screw rods 19.1
9 to lower the bottom formwork 23, move the support stand 18 outward along the frame support 5, and then connect the separator 26 and wall formwork 7 by rI7. ,tii
i; By operating the threaded rod 15 of the Z-movement jack 17 and moving the wall formwork 7 to the formwork support 5 and outward, it is possible to remove the molds from each of the molds i-7 and 23. Become. It goes without saying that if the tie form 27 is installed, it must be removed. Then, the formwork removal molding is moved to the next construction site by pressing U' (, ), and the above-mentioned operation is repeated. , the vertical direction and f1 direction of the wall formwork 7, and the bottom gl) p423 vertical direction 1fill Ml!J screw type is adopted as the joint means, but each of these fl'i t'lj means is oil EE. The other model of the formula λ・R type is adopted.Also, the door uses the heavy wheels 2 and the rail 25 as a traveling means of the device, but this also has a door that does not engage with the rail 25. It is also possible to omit the -rj and crotch of the rail by using a general width trunk with a rewritable width.As explained above, the hem frame device part 1 of the present invention
<tt and inside, jl: On the traveling platform with one car installed in part A, there is a protruding female shape that descends outward↑?・Support ・1. 1. The dead mold O W is suspended so that it can be moved in the longitudinal direction and the vertical direction of the formwork support, and the P formwork is placed inside the lower part of the wall formwork at the outside of the wall formwork. The support base, which protrudes in both directions, is suspended so that it can be moved in the longitudinal direction of the frame support and can be moved up and down, making it easy to apply concrete to cell scraps, etc. In, wall formwork and bottom! I,! In cases where I-frames are required, each layering and adjustment of the wall formwork and bottom formwork,
(The operation of the door and the movement of the JElj frame are extremely simple and construction can be carried out efficiently, and the overall construction is simple and inexpensive.)
IIH7: Q Concrete 16 Ir) is what you press.
図面は本発明装置1゛tの一実施11.1及びその使用
状態停示すIll iΦ]何である。
1・・・・・・架台 2・・・・・・重輪5・・・・・
・型枠支持体 7・・・・・・JT、F型枠11・・・
高さ1.[4顯杆 13・・・ローラ17・・・を賢移
動ジヤツキ 18・・・支4′に台20・・・ローラ
23・・・底型枠The drawing shows an implementation 11.1 of the device 11.1 of the invention and its operating state. 1... Frame 2... Heavy wheels 5...
・Formwork support 7...JT, F formwork 11...
Height 1. [4-point rod 13...roller 17... wisely move the jack 18...support 4' and stand 20...roller
23...Bottom formwork
Claims (1)
会に、外方に向けて口く突出する型枠支1、′1体をl
!f’l設し、その型枠支持体に、取フ114枠を型枠
文士−シ体の一β手方向と上下方向に移11i1B :
;’N 箱自在に吊設オるととモニ、Qi? a、l枠
の外方に位f:、)j +で、下で)J 、ylSに底
型枠を・内方に向は突設した支持台を、lqす枠支、i
、l、体のF′−手方向に移動自在かつ手下方向に4パ
葡1・j・1貨j[」在に吊1i!t L、たことイI
: +i+r#4とする、91fiil型枠依171′
。The formwork support 1, '1 body which protrudes outward is placed on the running board with the tunnel 43 (-) installed at the outer) end and the inner 1'-M part.
! 11i1B:
;'N Qi? a, L frame support, i
, l, F' of the body - can move freely in the hand direction and hangs 4 pieces in the downward direction. t L, Kotoi I
: +i+r#4, 91fiil formwork 171'
.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18322083A JPS6078054A (en) | 1983-10-03 | 1983-10-03 | Moving mold frame apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18322083A JPS6078054A (en) | 1983-10-03 | 1983-10-03 | Moving mold frame apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6078054A true JPS6078054A (en) | 1985-05-02 |
| JPH0141794B2 JPH0141794B2 (en) | 1989-09-07 |
Family
ID=16131885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18322083A Granted JPS6078054A (en) | 1983-10-03 | 1983-10-03 | Moving mold frame apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6078054A (en) |
-
1983
- 1983-10-03 JP JP18322083A patent/JPS6078054A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0141794B2 (en) | 1989-09-07 |
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