JPH024737B2 - - Google Patents

Info

Publication number
JPH024737B2
JPH024737B2 JP991483A JP991483A JPH024737B2 JP H024737 B2 JPH024737 B2 JP H024737B2 JP 991483 A JP991483 A JP 991483A JP 991483 A JP991483 A JP 991483A JP H024737 B2 JPH024737 B2 JP H024737B2
Authority
JP
Japan
Prior art keywords
formwork
bodies
opened
traveling
pair
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
Application number
JP991483A
Other languages
Japanese (ja)
Other versions
JPS59138666A (en
Inventor
Nobuyuki Matsugashita
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 SAABISU KK
OKABE KK
Original Assignee
FUOOMU SAABISU 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 SAABISU KK, OKABE KK filed Critical FUOOMU SAABISU KK
Priority to JP991483A priority Critical patent/JPS59138666A/en
Publication of JPS59138666A publication Critical patent/JPS59138666A/en
Publication of JPH024737B2 publication Critical patent/JPH024737B2/ja
Granted legal-status Critical Current

Links

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、大きな規模に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つてきた。そして、この工
法における型枠移動方式としては、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 formwork bodies have been moved one after another to the construction position in order to streamline construction and save labor. Moving formwork construction methods, which are used repeatedly, have come into use. As a method for moving the formwork in this construction method, one in which the formwork is supported by a trolley and moved is 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、型枠の整型、脱型等各種の調節、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 method is large-scale,
Because it is necessary to stably support and move heavy formwork, and to perform various adjustments and operations such as shaping and demolishing the formwork, carts have to be strong and large, and they also need to be able to move the formwork. There are many problems such as the operation mechanism is complicated, the weight is excessive, the handling is troublesome, and it is expensive, and a large space is required to install the large traveling cart.

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、軽量であ
り、しかも、型枠の整形、調節および脱型等の操
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。
The present invention was made in order to solve the problems of the conventional traveling type mobile formwork device as described above.
A pair of formwork bodies for walls are integrally connected to each other in a rotatable and adjustable manner, and a traveling pedestal vehicle is provided on the outside of both formwork bodies, which can freely move toward and away from the formwork bodies with a simple structure. The purpose of the present invention is to provide a movable formwork device for walls that has a simple structure, is lightweight, and has good work efficiency because it is easy to shape, adjust, and demold the formwork. be.

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、1,2は互いに間隔
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4,4を取付けて構成してある。
そして、一対の型枠体1,2の上部には互に対向
側へ連結杆5,6を延設して、それらの端部をピ
ン7によつて枢着し、また、型枠体1,2の上部
間には長さ調節自在とした間隔調節部材8が架設
されている。したがつて、間隔調節部材8を伸縮
操作することにより、一対の型枠体1,2は互に
ピン7を中心にして第1図の矢印のように回動し
て相対的に開閉されることになるのである。な
お、前記の連結杆5,6は、通常縦バタ3,3を
延長して形成するが、これを縦バタ3とは別の部
材で形成することもできる。
In FIGS. 1 and 2, 1 and 2 are a pair of formwork bodies facing each other with a space between them, which connect vertical butterflies 3 and horizontal butterflies (not shown) in a lattice shape, and The butterflies 3, 3 are constructed by attaching weir plates 4, 4 to their opposing surfaces.
Connecting rods 5 and 6 are provided on the upper portions of the pair of formwork bodies 1 and 2 to extend toward opposite sides, and their ends are pivotally connected by pins 7. , 2 is provided with an interval adjusting member 8 whose length can be freely adjusted. Therefore, by expanding and contracting the distance adjusting member 8, the pair of formwork bodies 1 and 2 are rotated about the pin 7 as shown by the arrows in FIG. 1, and opened and closed relative to each other. That's what happens. The connecting rods 5, 6 are usually formed by extending the vertical flaps 3, 3, but they can also be formed from a member different from the vertical flaps 3.

9は走行脚車で、脚柱10に車輪11を備えた
支脚12が油圧式或はネジ式等の昇降機構13に
よつ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を介して各型枠体
1,2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16,1
7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とに設けた上下方向の長孔18,
19とにそれぞれピン20,21により係合され
ているのである。
Reference numeral 9 denotes a traveling caster, and a supporting leg 12 having wheels 11 on a pedestal 10 is provided so as to be adjustable up and down by a lifting mechanism 13 such as a hydraulic type or a screw type. and,
This traveling caster 10 can freely approach and separate from the load-bearing material, for example, the vertical butterfly 3, on the outside of each form body 1, 2 via an X-shaped support 15 which can be freely opened and closed, and whose central portions are pivoted 14 to each other. is installed on. That is, the lower end portions of the pair of support rods 15a, 15b of the X-shaped support body 15 are attached to pins 16, 1 on the column 9 and the vertical butterfly 3, respectively.
7, and each upper end is provided with an elongated hole 18 in the vertical direction provided in the pedestal 10 and the vertical butterfly 3, respectively.
19 by pins 20 and 21, respectively.

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2
2を所定の高さに施工するとともに、その両外側
に沿つてレール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1
0,10の高さを伸ばし、型枠体1,2の下端が
地盤24に接しないようにする。次いで昇降機構
13,13を操作して型枠体1,2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、間隔調節部材8を操作して、型枠体1,2
の間隔を縮め、それらの下端が布基礎22の両側
面に接するようにする。このようにして、型枠体
1,2が所定の位置に設定されれば、型枠体1,
2の内側にコンクリート25を打設する。
Next, to explain the construction procedure using the device of the present invention, first, as shown in Fig. 1, the fabric foundation 2 of the wall
2 to a predetermined height, rails 23, 23 are laid along both outer sides, the device is placed on the rails via wheels 11, 11, and is moved to a predetermined position and fixed. do. In this case, by operating the lifting mechanisms 13, 13 of the traveling casters 9, 9,
0 and 10 so that the lower ends of the formwork bodies 1 and 2 do not touch the ground 24. Next, the lifting mechanisms 13, 13 are operated to adjust the height so that the lower ends of the formwork bodies 1, 2 overlap both sides of the cloth foundation 22, and the interval adjustment member 8 is operated to raise the formwork bodies 1, 2.
The distance between them is reduced so that their lower ends touch both sides of the cloth foundation 22. In this way, once the formwork bodies 1 and 2 are set at the predetermined positions, the formwork bodies 1 and
Concrete 25 is placed inside of 2.

コンクリート25の硬化後は、型枠体1,2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、間隔調節部材8を矢印のように伸
長すれば、型枠体1,2は互にピン7を中心にし
て左右に開かれることになり、型枠体1,2はコ
ンクリート25から剥離、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との係合によつて横方向への移動が規制さ
れているので、型枠体1,2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
近することになる。また、型枠体1,2はその開
きによつて傾くことになり、それによつて走行脚
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。
After the concrete 25 has hardened, the formwork bodies 1 and 2 are opened outward and demolded. To do this, as shown in FIG. The frame bodies 1 and 2 are opened to the left and right about the pin 7, and the form bodies 1 and 2 are peeled off from the concrete 25 and 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 and 2 are moved so as to close the X-shaped supports 15, respectively. The vehicle then approaches the traveling caster vehicle 9. Furthermore, the formwork bodies 1 and 2 will be tilted due to their opening, and the traveling caster vehicle 9 will also have a similar inclination.
Since the inclination is actually slight, there is no risk of it becoming a hindrance to subsequent travel.

そして、型枠体1,2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。
Then, the form bodies 1 and 2 are removed and moved to the next construction position as shown in Fig. 2, and by repeating the above operations, the horizontally long wall concrete is constructed. 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
の施工に先だつて、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3図はその代
案を示したもので、型枠体1,2の下端を斜断状
に形成し、施工にあたつては型枠体1,2の下端
を地盤24の上方に間隔をおいて設定し、その後
で型枠体1,2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 prior to 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 3 shows an alternative plan, in which the lower ends of the formwork bodies 1 and 2 are formed in a diagonal shape, and during construction, the lower ends of the formwork bodies 1 and 2 are spaced above the ground 24. After that, the auxiliary formwork 26 is installed between the lower ends of the formwork bodies 1 and 2 and the ground 24.

第4図乃至第6図は、一対の型枠体1,2の間
隔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、両型枠1,2の連結杆5,6を
それらの枢着個所7より更に長く延出して、それ
らの先端部間に両型枠1,2の開閉を行う間隔調
節部材8を架設したものである。また、第5図の
ものは、例えば、一方の連結杆5だけを枢着個所
7より長く延出させ、その先端部と他方の連結杆
6の基部(型枠体2の上部)間に間隔調節部材8
を架設したものである。更に、第6図の実施例
は、両連結杆5,6を枢着個所より少し長く延出
させ、例えば他方の連結杆の方に枢着個所7を挾
んで直立部材6a,6bを突設し、それらにそれ
ぞれネジ杆8a,8bを連結杆6と平行に進退自
在に螺合させて、両ネジ杆8a,8b間に一方の
連結杆5の先端部を挾持したものである。これら
いずれの実施例のものも、間隔調節部材8或はネ
ジ杆8a,8bを操作することによつて、両型枠
体1,2は枢着したピン7を中心として開閉動作
されることになる。なお、型枠体1,2の間隔調
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。
FIGS. 4 to 6 show other embodiments of a mechanism that can freely adjust the distance between a pair of formwork bodies 1 and 2,
The one in Fig. 4 has the connecting rods 5, 6 of both formworks 1, 2 extended further beyond their pivot points 7, and the distance between their tips for opening and closing of both formworks 1, 2. An adjustment member 8 is installed therein. In addition, in the case shown in FIG. 5, for example, only one connecting rod 5 extends longer than the pivot point 7, and there is a gap between its tip and the base (upper part of the form body 2) of the other connecting rod 6. Adjustment member 8
It was constructed by Furthermore, in the embodiment of FIG. 6, both connecting rods 5, 6 extend a little longer than the pivot point, and for example, upright members 6a, 6b are provided protruding from the other connecting rod, sandwiching the pivot point 7. Threaded rods 8a and 8b are screwed into these rods so that they can move forward and backward in parallel with the connecting rod 6, and the tip of one of the connecting rods 5 is sandwiched between both screw rods 8a and 8b. In any of these embodiments, by operating the spacing adjustment member 8 or the threaded rods 8a, 8b, both the formwork bodies 1, 2 can be opened and closed around the pivoted pin 7. Become. It goes without saying that the mechanism for freely adjusting the interval between the formwork bodies 1 and 2 may use 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、一対の型枠体を互いにその上部において
枢着し、互いに開閉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
と整型およびコンクリートからの剥離、脱型が、
支脚の昇降操作と間隔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, in the movable formwork device for walls of the present invention, a pair of formwork bodies are pivotally connected to each other at their upper portions, and connected to each other so as to be able to be opened and closed, and wheels are mounted on the outside of each formwork body. The 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 and shaping of the formwork, peeling from concrete, and demolding,
It can be carried out extremely easily by simply raising and lowering the supporting legs and expanding and contracting the spacing adjustment members.It does not require skilled workers and requires fewer workers, allowing for labor-saving and highly efficient construction. This provides excellent effects as a frame device.

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

第1図は本発明の一実施例による装置の整型し
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図は型枠体下部の整型
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6図は一対の型枠体の間隔調節自在の機
構のそれぞれ他の実施例を示した要部正断面図で
ある。 1,2……型枠体、3……縦バタ、4……せき
板、5,6……連結杆、7……ピン、8……間隔
調節部材、9……走行脚車、10……脚柱、11
……車輪、12……支脚、13……昇降機構、1
5……X字状支持体、22……布基礎、23……
レール、25……コンクリート、26……補助型
枠。
Fig. 1 is a front sectional view showing the shaped state of the device according to an embodiment of the present invention, Fig. 2 is a front sectional view showing the same demolded state, and Fig. 3 is the state when the lower part of the form body is being shaped. A front sectional view of main parts showing another example in 4th
6 to 6 are main part front sectional views showing other embodiments of a mechanism that can freely adjust the distance between a pair of formwork bodies. 1, 2...Formwork body, 3...Vertical flap, 4...Weir plate, 5, 6...Connecting rod, 7...Pin, 8... Spacing adjustment member, 9...Travel caster, 10... ...pedestal, 11
... Wheels, 12 ... Support legs, 13 ... Lifting mechanism, 1
5...X-shaped support, 22... Cloth foundation, 23...
Rail, 25... Concrete, 26... Auxiliary formwork.

Claims (1)

【特許請求の範囲】[Claims] 1 一対の壁体用型枠体を互いにその上部におい
て枢着し、互いに開閉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
に装着したことを特徴とする、壁体用移動型枠装
置。
1. A traveling caster vehicle in which a pair of wall formwork bodies are pivotally connected to each other at their upper portions and are connected to each other so that they can be opened and closed, and supporting legs equipped with wheels are provided on the outside of each formwork body so that they can be raised and lowered. , which can be opened and closed freely
A movable formwork device for a wall body, characterized in that it is attached to the formwork via a letter-shaped support so that it can move toward and away from the formwork in the transverse direction.
JP991483A 1983-01-26 1983-01-26 Moving mold frame apparatus for wall body Granted JPS59138666A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP991483A JPS59138666A (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
JP991483A JPS59138666A (en) 1983-01-26 1983-01-26 Moving mold frame apparatus for wall body

Publications (2)

Publication Number Publication Date
JPS59138666A JPS59138666A (en) 1984-08-09
JPH024737B2 true JPH024737B2 (en) 1990-01-30

Family

ID=11733367

Family Applications (1)

Application Number Title Priority Date Filing Date
JP991483A Granted JPS59138666A (en) 1983-01-26 1983-01-26 Moving mold frame apparatus for wall body

Country Status (1)

Country Link
JP (1) JPS59138666A (en)

Also Published As

Publication number Publication date
JPS59138666A (en) 1984-08-09

Similar Documents

Publication Publication Date Title
JPH024737B2 (en)
JPH0138945B2 (en)
JPH0135983B2 (en)
JP2754265B2 (en) Traveling formwork support
JPS6033978A (en) Moving outer mold frame apparatus for arch calvert
JP2879248B2 (en) Traveling formwork support
JPH03194062A (en) Running type form timbering
JPH0235949Y2 (en)
JPS6320770Y2 (en)
JPH03107098A (en) Travelling type molding frame support
JPS59126863A (en) Moving inner mold frame apparatus for tunnel or culvert
JPH0241626B2 (en)
JPH0280762A (en) Arch culvert moving outside form device
JP2754256B2 (en) Traveling formwork support
JPS6351235B2 (en)
JPH01121462A (en) Formwork for constructing water channel wall
JPH0132347B2 (en)
JPH0135984B2 (en)
JPS647185B2 (en)
JPH03194063A (en) Running type form timbering
JPS647187B2 (en)
JPS6351234B2 (en)
JPS6157767A (en) Construction of culvert by running moving type outer mold frame
JPS647186B2 (en)
JPH0141793B2 (en)