JPS59138667A - Moving mold frame apparatus for wall body - Google Patents

Moving mold frame apparatus for wall body

Info

Publication number
JPS59138667A
JPS59138667A JP991583A JP991583A JPS59138667A JP S59138667 A JPS59138667 A JP S59138667A JP 991583 A JP991583 A JP 991583A JP 991583 A JP991583 A JP 991583A JP S59138667 A JPS59138667 A JP S59138667A
Authority
JP
Japan
Prior art keywords
formwork
wall
vertical
construction
wall body
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
JP991583A
Other languages
Japanese (ja)
Other versions
JPH0138945B2 (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.)
FUOOMU SERVICE KK
OKABE KK
Original Assignee
FUOOMU SERVICE KK
OKABE KK
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 FUOOMU SERVICE KK, OKABE KK filed Critical FUOOMU SERVICE KK
Priority to JP991583A priority Critical patent/JPS59138667A/en
Publication of JPS59138667A publication Critical patent/JPS59138667A/en
Publication of JPH0138945B2 publication Critical patent/JPH0138945B2/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】 本発明は、水平方向に長い壁体の構築に使用する移動型
枠装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a movable formwork apparatus used for constructing horizontally long walls.

擁壁、防音壁のような水平方向に長いコンクリート壁体
の施工には、近年、施工の能率化と省力化のために、大
きな規模(組まれた型枠体を次々と施工位置に移動して
反復使用する移動型枠工法が実施されるようになってき
た。そして、この工法における型枠移動方式とじては、
型枠体を台車に支持させて走行移動させるものが主流化
されつつある。
In recent years, when constructing horizontally long concrete walls such as retaining walls and soundproof walls, large-scale work (assembled formwork is moved one after another to the construction position) is required to streamline construction and save labor. A moving formwork construction method has been implemented in which the formwork is used repeatedly.The method of moving the formwork in this construction method is
Formworks in which the formwork is supported by a trolley and moved are becoming mainstream.

しかし、この走行移動方式のものは、大規模、大重量の
型枠を安定よく支持して移動させることと、型枠の竪型
、脱型弊各種の調節、操作が行えなければならないこと
から、台車は頑強で大型化するとともに、型枠の操作機
構が複雑となり、重量が過大で取扱いが面倒であり高価
となるばかりでなく、大きな走行台車を施設するのに広
い場所が必要である等、多くの問題がある。
However, this traveling type requires stable support and movement of large-scale, heavy formwork, as well as the ability to perform various adjustments and operations such as vertical shaping and demolding of the formwork. As the carts become more robust and larger, the operating mechanism of the formwork becomes complicated, and the weight becomes excessive, which makes handling difficult and expensive.In addition, a large space is required to install the large traveling carts. , there are many problems.

本発明は、前述のような従来の走行式移動型枠装置の問
題点を解決するためになされたもので、壁体用の一対の
型枠体を互に回動調節自在に一体的に結合するとともに
、両型枠体の外側に、簡単な構成で型枠体との接離を自
在とした走行脚車を装着させることにより、構造が簡単
The present invention has been made in order to solve the problems of the conventional traveling type mobile formwork device as described above. At the same time, the structure is simple by attaching a traveling platform to the outside of both formwork bodies, which has a simple structure and can freely move toward and away from the formwork bodies.

軽量であり、しかも、を枠の整形、調節および脱盤等の
操作が容易、で作業能率の良好な壁体用移動型枠装置を
提供しようとするものである。
It is an object of the present invention to provide a mobile formwork device for a wall that is lightweight, easy to operate such as shaping, adjusting, and removing the frame, and having good work efficiency.

以下、本発明装置の実施例を図面を参照して説明する。Embodiments of the apparatus of the present invention will be described below with reference to the drawings.

第1図、第2図において、1.1は互に間隔をおいて対
向した一対の型枠体で、それぞれ縦バタ3,3および横
バタ(図示を略す)を格子状に結合するとともに、縦バ
タ3.3にはそれらの対向面側にせき板25.25を取
付けて構成しである。モして、一対の型枠体1.1は、
施工する壁体の横断方向に長く形成した胴材4に、その
上端部を所一定の間隔をおいて壁体の長さ方向を軸線と
したピン5,5により枢着し、連結されており、また、
更にこれら一対の型枠体は、それぞれ、一端部を型枠体
1.1より外方に突出した胴材4の端部にビン6.6に
より枢着するとともに、他端部を型枠体1,1の枢着個
所5,5より下方の位置にピン7.7により枢着した、
長さ調節自在の傾動調節杆8,8により胴材4に連結さ
れている。
In FIGS. 1 and 2, 1.1 is a pair of formwork bodies facing each other at intervals, each of which connects vertical butterflies 3, 3 and horizontal butterflies (not shown) in a lattice shape, and The vertical butterfly 3.3 is constructed by attaching a weir plate 25.25 to the opposing surfaces thereof. The pair of formwork bodies 1.1 are
The upper end of the body member 4, which is formed long in the transverse direction of the wall to be constructed, is pivotally connected at a predetermined interval by pins 5, 5 whose axes are in the longitudinal direction of the wall. ,Also,
Further, each of these pair of formwork bodies has one end pivotally attached to the end of the body 4 projecting outward from the formwork body 1.1 by means of a pin 6.6, and the other end thereof attached to the formwork body 1.1. Pivotally connected by a pin 7.7 at a position below the pivot points 5, 5 of 1,1,
It is connected to the body member 4 by tilt adjustment rods 8, 8 whose length can be freely adjusted.

9は走行脚車で、脚柱10に車輪11を備えた支脚12
が油田式或はネジ式等の昇降機構13によって昇降調節
自在に設けられている。そして、この走行脚車10は、
中央部を互に枢着14した開閉自在なX字状支持体15
e介して各型枠体1,1の外側に、その耐力材、例えば
縦バタ3に接離自在に装着されている。すなわち、X字
状支持体15の一対の支持杆15a、15bの各下端部
は、脚柱9と縦バタ3とにそれぞれピン16.17によ
り枢着され、また各上端部はそれぞれ脚柱10と縦バタ
3とに設ゆ−た上下方向の長孔1B、19とにそれぞれ
ビン20゜21により係合されているのである。
Reference numeral 9 denotes a running leg vehicle, which has a support leg 12 equipped with wheels 11 on a leg column 10.
is provided so as to be adjustable up and down by an oil field type or screw type lifting mechanism 13. And, this traveling caster 10 is
An X-shaped support 15 that can be opened and closed with its center portions mutually pivoted 14
It is attached to the outside of each formwork body 1, 1 via e to a load-bearing material thereof, for example, the vertical butterfly 3, so as to be able to approach and separate from it. That is, the lower end portions of the pair of support rods 15a, 15b of the X-shaped support 15 are pivotally connected to the pedestal 9 and the vertical flap 3 by pins 16 and 17, respectively, and the upper end portions of the pair of support rods 15a and 15b are respectively attached to the pedestal 10. The pins 20 and 21 are respectively engaged with vertical long holes 1B and 19 provided in the vertical butterfly 3.

次に、本発明装置による施工要領について説明すると、
まず、第1図のように、壁体の布基礎22を所定の高さ
に施工するとともに、その内外側に沿ってレール23.
23を敷設し、その上に車輪11.11を介して装置を
載置し、所定の位置へ走行移動させて固定する。この場
合、走行脚車9,9の昇降機構13.13を操作して脚
柱10,10の高さを伸ばし、型枠体1.1の下端が地
盤24に接しないようにする。
Next, we will explain the construction procedure using the device of the present invention.
First, as shown in FIG. 1, the fabric foundation 22 of the wall is constructed at a predetermined height, and the rails 23 are installed along the inside and outside of the foundation.
23, on which the device is placed via wheels 11.11, moved to a predetermined position and fixed. In this case, the height of the pillars 10, 10 is increased by operating the elevating mechanism 13.13 of the traveling casters 9, 9, so that the lower end of the form body 1.1 does not touch the ground 24.

次いで昇降機構13.13を操作して型枠体1゜1の下
端が布基礎22の両側面に重合できる高さに調節すると
ともに、傾動調節杆8,8を操作して、型枠体1,1の
間隔を縮め、それらの下端が布基礎220両側面に接す
るようにする。
Next, operate the lifting mechanism 13.13 to adjust the height so that the lower end of the formwork body 1. , 1 so that their lower ends touch both sides of the cloth foundation 220.

このよう処して、型枠体1,1が所定の位置に設定され
れば、型林体1.1の内側にコンクリート2を打設する
After the formwork bodies 1.1 are set at predetermined positions in this way, concrete 2 is placed inside the formwork body 1.1.

コンクリート2の硬化後は、型枠体1,1を外方に開い
て脱型するのであるが、それには、第2図のように、傾
動調節杆8,8を矢印のように短縮すれば、型枠体1.
1は互にビン5゜5を中心にして回動して左右に開かれ
ることになり、型枠体1.1はコンクリート2から剥離
After the concrete 2 has hardened, the formwork bodies 1, 1 are opened outward to remove the mold. To do this, as shown in Fig. 2, the tilt adjustment rods 8, 8 are shortened as shown by the arrows. , form body 1.
1 are rotated around the bin 5°5 and opened to the left and right, and the form body 1.1 is separated from the concrete 2.

脱型されることになる。この場合、走行脚車9はその車
輪11とレール23との係合によって横方向への移動が
規制されているので、型枠体1.1はそれぞれX字状支
持体15を閉じるようにして走行脚車9の方に接近する
ことKなる。
It will be demolded. In this case, since the lateral movement of the traveling caster 9 is restricted by the engagement between its wheels 11 and the rails 23, the form bodies 1.1 are arranged so as to close the X-shaped supports 15 respectively. It is K to approach the traveling leg vehicle 9.

また、型枠体1.1はその開きによって傾くこと罠なり
、それによって走行脚車9も同様な傾きをもつことにな
るが、しかし、その傾きは実際には僅かなものであるか
ら、後の走行移動の障害となるおそれはない。
Also, the form body 1.1 will tilt due to its opening, and the traveling caster 9 will also have a similar tilt, but since the tilt is actually slight, it will be difficult to There is no risk of it becoming a hindrance to the vehicle's movement.

そして、型枠体1.1は第2図のように脱型された開き
状態で次の施工位置に走行移動され、上述の操作を繰返
して行うことにより、水平方向に長い壁体コンクリート
の施工を進めて行くのである。
The form body 1.1 is then moved to the next construction position in the demolded open state as shown in Figure 2, and by repeating the above-mentioned operations, the construction of a horizontally long wall concrete is carried out. We will proceed with this.

前記実施例においては、本発明装置による壁体の施行に
先だって、地盤24上に布基礎22を施設するようにし
ているが、この布基礎22は設けなくても施工すること
ができる。第1図はその代案を示したもので、型枠体1
.1の下端を斜断状に形成し、施工にあたっては現枠体
1.1の下端を地盤24の上方忙間隔をおいて設定し、
その後で型枠体1.1の下端と地盤24との間に補助型
枠26を設置するのである。
In the embodiment described above, the cloth foundation 22 is installed on the ground 24 before the construction of the wall by the apparatus of the present invention, but the construction can be carried out without providing the cloth foundation 22. Figure 1 shows an alternative plan.
.. The lower end of the frame 1.1 is formed in a diagonal shape, and during construction, the lower end of the current frame 1.1 is set at a distance above the ground 24,
Thereafter, an auxiliary formwork 26 is installed between the lower end of the formwork body 1.1 and the ground 24.

第4図乃至第7図は、一対の型枠体1.1の傾動調節自
在の機構の他の実施例を示したもので、第4図のものは
、胴材4に型枠体1との枢着個所5を挾んで一対の突出
部材4a、4bを垂設し、それらにネジ杆81L、8’
bを胴材4と平行に進退自在に螺合させて、両ネジ杆8
a。
4 to 7 show other embodiments of a mechanism that allows the tilting of a pair of formwork bodies 1.1 to be freely adjusted. A pair of protruding members 4a, 4b are vertically disposed between the pivot point 5 of
b is screwed together with the body material 4 so that it can move forward and backward in parallel, and the double threaded rod 8
a.

8b間に型枠体1の縦バタ3を挾持したものである。ま
た、第5図のものは、型枠体1の縦バタ3を胴材4との
枢着個所5より少し上方に延出し、枢着個所5を挾んで
上下に一対の突出部材4a、4bを設け、それらにネジ
杆8a、8bを縦バタ3と平行に進退自在に螺合させ、
両ネジ杆8a 、8b間に胴材4を挾持したものである
。これら各実施例のものはいずれも、さきの実施例の傾
動調節杆8に代ってネジ杆8&。
The vertical butterfly 3 of the formwork body 1 is held between 8b. In addition, in the one shown in FIG. 5, the vertical butterfly 3 of the form body 1 extends slightly above the pivot point 5 with the body material 4, and a pair of protruding members 4a, 4b are arranged vertically with the pivot point 5 in between. are provided, and threaded rods 8a and 8b are screwed into them so that they can move forward and backward in parallel with the vertical butterfly 3,
The body material 4 is held between both threaded rods 8a and 8b. In each of these embodiments, the tilt adjustment lever 8 of the previous embodiment is replaced by a threaded lever 8&.

8bを操作することにより、胴材4に対して型枠体1が
傾動されるのである。次に、第6図のものは、型枠体1
の縦バタ3に上下方向の長孔27を設け、これに、胴材
4の端部に枢着28したプレース材29の下端部に設け
たピン30を摺動自在に嵌合させ、縦バタ3の上部とプ
レ−ス材29の下端部間に伸縮調節杆31を架設したも
のである。また、第7図のものは、胴材4の端部に水平
方向の長孔32を設け、下端部を縦バタ3に枢M33し
たプレース材29の上端部のビン34を摺動自在に嵌合
させ、プレース材29の上端部と胴材4の適所間に伸縮
調節杆31を架設したものである。これら第6図。
By operating 8b, the form body 1 is tilted with respect to the body material 4. Next, the one in Figure 6 is the formwork body 1
A long hole 27 in the vertical direction is provided in the vertical butterfly 3, into which a pin 30 provided at the lower end of the place material 29 pivotally attached 28 to the end of the body material 4 is slidably fitted. A telescopic adjustment rod 31 is installed between the upper part of the plate 3 and the lower end of the press material 29. In addition, in the case shown in FIG. 7, a horizontal elongated hole 32 is provided at the end of the body material 4, and a bottle 34 at the upper end of the place material 29 whose lower end is pivoted M33 to the vertical butterfly 3 is slidably fitted. A telescopic adjustment rod 31 is installed between the upper end of the place material 29 and the trunk material 4 at a proper location. These Figure 6.

第7図の実施例とも伸縮調節杆31を操作することによ
り型枠体1が傾動されるのである。
In the embodiment shown in FIG. 7, the form body 1 is tilted by operating the telescopic adjustment rod 31.

なお、型枠体1.1の傾動調節自在とした機構は、前記
実施例のほか従来公知の調節手段を用い得ることはいう
までもない。
It goes without saying that the mechanism for freely adjusting the tilting of the formwork body 1.1 may use any conventionally known adjusting means in addition to the above-mentioned embodiments.

以上説明したように、本発明の壁体用移動型枠装置は、
一対の型枠体を互にその上部において傾動調節自在に結
合するとともに、各型枠体の外側に、車輪を備えた支脚
を昇降調節自在に設けた走行脚車を、開閉自在としたX
字状支持体を介して、型枠の横断方向に接離自在に装着
したので、型枠体を走行移動させるための装置を含めて
装置全体が極めて簡単化され、軽量で安価に製作できる
とともに、型枠体の高低調節と竪型およびコンクリート
からの剥離、脱型が、支脚の昇降操作と傾動調節部材の
伸縮操作だけで極めて簡易に行うことができ、熟練者を
必要とせず、作業人員も少くてすみ、省力的に高能率の
施工ができ、壁体用移動型枠装置として優れた効果を奏
するものである。
As explained above, the wall movable formwork device of the present invention has the following features:
X
Since it is attached so that it can move toward and away from the formwork in the transverse direction through the letter-shaped support, the entire device including the device for moving the formwork body is extremely simplified, and it can be manufactured lightweight and inexpensively. , height adjustment of the form body, peeling from the vertical form and concrete, and demolding can be performed extremely easily by simply raising and lowering the support legs and extending and contracting the tilt adjustment member, and does not require skilled workers. It requires only a small amount of material, enables labor-saving and highly efficient construction, and has excellent effects as a mobile formwork device for walls.

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

第1図は本発明の一実施例による装置の竪型した状態を
示す正断面図、第2図は同じく脱型した状態を示す正断
面図、第3図は型枠体下部の竪型時における他の実施例
を示す要部正断面図、第4図乃至第7図は型枠体の傾動
調節自在の機構のそれぞれ他の実施例を示した要部正断
面図である。 1・・・型枠体    2・・・コンクリート3・・・
縦バタ    4・・・胴材 8・・・傾動調節杆  9・・・走行脚車10・・・脚
柱    11・・・車輪12・・・支脚    13
・・・昇降機構15・・・X字状支持体 22・・・布
基礎23・・・レール   25・・・せき板26・・
・補助型枠  29・・・プレース材31・・・伸縮調
節杆 特許出願人 岡部株式会社 (ほか1名) 第2図
Fig. 1 is a front sectional view showing the device according to an embodiment of the present invention in a vertically shaped state, Fig. 2 is a front sectional view showing the same removed state, and Fig. 3 is a vertical sectional view of the lower part of the form body. FIGS. 4 to 7 are front sectional views of essential parts showing other embodiments of the mechanism for freely adjusting the tilting of the form body. 1... Form body 2... Concrete 3...
Vertical flap 4... Trunk member 8... Tilt adjustment rod 9... Traveling caster 10... Pillar 11... Wheel 12... Support leg 13
... Lifting mechanism 15 ... X-shaped support 22 ... Cloth foundation 23 ... Rail 25 ... Shelter plate 26 ...
・Auxiliary formwork 29... Place material 31... Telescopic adjustment rod Patent applicant Okabe Co., Ltd. (and one other person) Figure 2

Claims (1)

【特許請求の範囲】[Claims] 施工壁体の横断方向に長く形成した胴材に、一対の型枠
体の上端部を互に所定の間隔をおいて、壁体の長手方向
軸回りに傾動調節自在に連結するとともに、両型枠体の
外側に、車輪を備えた支脚を昇降調節自在に設けた走行
脚車を、開閉自在としたX字状支持体を介して、壁体の
横断方向に接離自在に装着したことを特徴とする、壁体
用移動型枠装置。
The upper ends of a pair of formwork bodies are connected at a predetermined distance from each other to a body material formed long in the transverse direction of the construction wall, so that the tilting can be adjusted freely around the longitudinal axis of the wall. A running caster vehicle with supporting legs equipped with wheels that can be adjusted up and down on the outside of the frame is attached to the wall via an X-shaped support that can be opened and closed so that it can move toward and away from the wall in the transverse direction. Features: Mobile formwork equipment for walls.
JP991583A 1983-01-26 1983-01-26 Moving mold frame apparatus for wall body Granted JPS59138667A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP991583A JPS59138667A (en) 1983-01-26 1983-01-26 Moving mold frame apparatus for wall body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP991583A JPS59138667A (en) 1983-01-26 1983-01-26 Moving mold frame apparatus for wall body

Publications (2)

Publication Number Publication Date
JPS59138667A true JPS59138667A (en) 1984-08-09
JPH0138945B2 JPH0138945B2 (en) 1989-08-17

Family

ID=11733392

Family Applications (1)

Application Number Title Priority Date Filing Date
JP991583A Granted JPS59138667A (en) 1983-01-26 1983-01-26 Moving mold frame apparatus for wall body

Country Status (1)

Country Link
JP (1) JPS59138667A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100692055B1 (en) 2005-05-06 2007-03-12 삼성물산 주식회사 Movable Concrete Form and Multi-level Construction Method Using the Same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100692055B1 (en) 2005-05-06 2007-03-12 삼성물산 주식회사 Movable Concrete Form and Multi-level Construction Method Using the Same

Also Published As

Publication number Publication date
JPH0138945B2 (en) 1989-08-17

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