JPH0466978B2 - - Google Patents

Info

Publication number
JPH0466978B2
JPH0466978B2 JP19641589A JP19641589A JPH0466978B2 JP H0466978 B2 JPH0466978 B2 JP H0466978B2 JP 19641589 A JP19641589 A JP 19641589A JP 19641589 A JP19641589 A JP 19641589A JP H0466978 B2 JPH0466978 B2 JP H0466978B2
Authority
JP
Japan
Prior art keywords
formwork
support arms
support
traveling
adjustment member
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
JP19641589A
Other languages
Japanese (ja)
Other versions
JPH0280762A (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.)
OKABE KK
OKABE TEKUNO SHISUTEMU KK
Original Assignee
OKABE KK
OKABE TEKUNO SHISUTEMU 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 OKABE KK, OKABE TEKUNO SHISUTEMU KK filed Critical OKABE KK
Priority to JP19641589A priority Critical patent/JPH0280762A/en
Publication of JPH0280762A publication Critical patent/JPH0280762A/en
Publication of JPH0466978B2 publication Critical patent/JPH0466978B2/ja
Granted legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】 本発明は、アーチカルバートの施工において使
用する移動式の外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 outer formwork device used in the construction of arch culverts.

カルバートや擁壁のような水平方向に長いコン
クリート構造物の施工には、近年、施工の能率化
と省力化を図るため、大きな規模に組まれた型枠
体を移動して反復使用する移動型枠工法が実施さ
れるようになり、その移動方式として、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 order to improve efficiency and save labor in constructing horizontally long concrete structures such as culverts and retaining walls, in recent years mobile type structures have been used, in which large-scale formwork is moved and used repeatedly. Frame construction methods have come into use, and the method of moving the formwork by supporting it on a trolley is becoming mainstream.

しかし、この走行移動方式のものをアーチカル
バートの外型枠体に適用しようとする場合、その
型枠体は大張間構造をなすため、特に大規模で大
重量のものとなるが、これ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、操作を円滑、確実に行なうためには、型枠体
を移動させるための台車は頑強で、大型化すると
共に、型枠の操作機構が複雑となり、取扱いが面
倒でしかも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, if this traveling type is applied to the outer formwork of an arch culvert, the formwork will have a large-scale structure, so it will be particularly large and heavy; In order to support and move the formwork stably and to smoothly and reliably perform various adjustments and operations such as shaping and demolishing the formwork, the cart used to move the formwork must be strong and large. At the same time, there are many other problems, such as a complicated operating mechanism for the formwork, making it troublesome to handle, and requiring a large space to install the traveling cart.

本発明は、前述のようなアーチカルバートの走
行式移動外型枠装置における問題点を解決するた
めになされたもので、アーチカルバート用外型枠
体の両外側下部に、それぞれ、外方に向けて上下
一対の平行な支持アームを枢着し、その先端部
を、車輪を備えた支脚を昇降調節自在に設けた走
行脚車に枢着すると共に、前記支持アームをその
先端側が低くなる傾斜状態にして、両支持アーム
間または一方の支持アームと脚柱間に、支持アー
ムの傾斜角度を調節する伸縮調節部材を架設する
ことにより、構造が簡単、軽量であり、しかも、
型枠の整形、調節及び脱型等の操作が確実、容易
にでき作業能率の良好なアーチカルバート用移動
外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 in the above-mentioned traveling type movable outer formwork device for arch culverts. A pair of upper and lower parallel support arms are pivotally connected to each other, and the distal ends thereof are pivotally connected to a traveling caster vehicle having support legs equipped with wheels that can be freely adjusted up and down, and the support arms are placed in an inclined state where the distal ends thereof are lowered. By installing a telescopic adjustment member for adjusting the inclination angle of the support arm between both support arms or between one of the support arms and the pillar, the structure is simple and lightweight, and
It is an object of the present invention to provide a movable external formwork device for an arch culvert, which can reliably and easily perform operations such as shaping, adjusting, and demolding the formwork, and has 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.

図において1は型枠体で、アーチ形に形成した
バタ材2を所要間隔をおいて並列し、図示を略し
た横バタにより連結し、バタ材2の内側にせき板
3を取付けて構成されている。また、この型枠体
1は、図示のように、必要に応じてその頂部にお
いて2分割して2個の型枠体1a,1bとし、そ
れらの頂端部においてピン4により矢印のように
回動自在に連結した構造のものとすることもでき
る。
In the figure, reference numeral 1 denotes a formwork body, which consists of arch-shaped batten materials 2 arranged in parallel at required intervals, connected by horizontal battens (not shown), and a weir plate 3 attached to the inside of the batten materials 2. ing. Further, as shown in the figure, the formwork body 1 is divided into two parts at the top of the formwork body 1a and 1b as needed, and the formwork bodies 1a and 1b are rotated in the direction of the arrow by a pin 4 at the top end of the formwork body 1. It is also possible to have a structure in which they are freely connected.

5は型枠体1の両外側下部に配設された走行脚
車で、車輪6を備えた支脚7が脚柱8に油圧式或
はネジ式等の昇降機構9によつて昇降調節自在に
設けられた構成となつている。そして、この走行
脚車5は、型枠体1の下部に上下に所要の間隔を
おいてピン12,13により枢着された平行状態
の一対の支持アーム10,11の各先端部が、ピ
ン14,15により脚柱8と枢着させた構造で結
合されている。したがつて型枠体1と支持アーム
10,11と脚柱8とによりリンク機構が形成さ
れている。そして、走行脚車5と型枠体1を連結
する支持アーム10,11はその先端側を低くし
た傾斜状態にされていると共に、その傾斜角度を
適宜変更できる調節手段が設けられている。この
傾斜角度の調節手段としては、図に示すように、
上部の支持アーム10のピン14に近い個所と、
下部の支持アーム11のピン13に近い個所との
間に、油圧式やネジ式による伸縮調節部材16を
ピン17,18によつて架設した構成となつてい
る。したがつて、伸縮調節部材16を伸縮させる
ことにより、型枠体1と走行脚車5とは支持アー
ム10,11の接離を仲介として、上下方向に相
対移動させると共に相互間隔も調節されることに
なる。
Reference numeral 5 denotes a traveling leg vehicle disposed at the lower part of both outside sides of the form body 1, in which a support leg 7 equipped with wheels 6 can be freely adjusted up and down by a lifting mechanism 9 such as a hydraulic type or a screw type on a pedestal 8. It has a set configuration. The traveling caster 5 has a pair of parallel support arms 10 and 11 pivotally connected to the lower part of the form body 1 at a required distance vertically by pins 12 and 13. It is connected to the pillar 8 by means of 14 and 15 in a pivotal manner. Therefore, the frame body 1, the support arms 10, 11, and the pillars 8 form a link mechanism. The support arms 10 and 11 connecting the traveling caster 5 and the form body 1 are inclined with their tips lowered, and are provided with adjusting means for changing the angle of inclination as appropriate. As a means for adjusting this inclination angle, as shown in the figure,
A portion of the upper support arm 10 near the pin 14;
A hydraulic or screw type expansion/contraction adjustment member 16 is installed between a portion of the lower support arm 11 near the pin 13 using pins 17 and 18. Therefore, by expanding and contracting the expansion/contraction adjustment member 16, the form body 1 and the traveling caster 5 are moved relative to each other in the vertical direction and their mutual spacing is also adjusted through the contact and separation of the support arms 10 and 11. It turns out.

そして、前記の走行脚車5は型枠体1の前後部
その他適宜な位置に装着されるのである。
The traveling casters 5 are mounted at the front and rear of the formwork 1 and other appropriate positions.

次に、本発明装置による施工要領について説明
する。本発明装置による施工に先だつて、カルバ
ートの布基礎19を所定の高さに施工すると共
に、その外側に沿つてレール20を敷設する。そ
して、本発明装置を車輪6を介してレール20上
に載置して走行移動させ、所定の施工位置におい
て固定させる。この場合、走行脚車5の昇降機構
9を操作して脚柱8を上昇させ、型枠体1の下端
が地盤21に接しないようにする。
Next, construction procedures using the apparatus of the present invention will be explained. Prior to construction by the apparatus of the present invention, the cloth foundation 19 of the culvert is constructed to a predetermined height, and the rails 20 are laid along the outside thereof. Then, the device of the present invention is placed on the rails 20 via the wheels 6, moved, and fixed at a predetermined construction position. In this case, the lifting mechanism 9 of the traveling caster 5 is operated to raise the pedestal 8 so that the lower end of the form body 1 does not come into contact with the ground 21.

型枠体1の横断方向の位置決めを行なうには、
伸縮調節部材16を操作して、走行脚車5に対す
る型枠体1の間隔を接離させればよい。また、型
枠体1の高さ方向の位置決めは、走行脚車5の昇
降機構9を操作して、脚柱8の高さ位置を上下に
調節することにより行なうことができる。位置決
め後は型枠体1の下に台座22を挿入して型枠体
1を安定させる。
To position the form body 1 in the transverse direction,
The distance between the form body 1 and the traveling caster 5 may be moved toward or away from each other by operating the telescopic adjustment member 16. Further, positioning of the form body 1 in the height direction can be performed by operating the elevating mechanism 9 of the traveling caster vehicle 5 and adjusting the height position of the pedestal 8 up and down. After positioning, the pedestal 22 is inserted under the formwork 1 to stabilize the formwork 1.

このような外型枠体の設定に対し内型枠23
(第1図鎖線で示す)の設定も行なわれるが、こ
の内型枠26については特に限定されるものでは
なく、従来公知の装置が適宜採用される。そし
て、内、外両型間にコンクリート24が打設され
るのである。
In contrast to the setting of the outer formwork body, the inner formwork 23
(Indicated by chain lines in FIG. 1) is also set, but this inner mold 26 is not particularly limited, and conventionally known devices may be employed as appropriate. Concrete 24 is then placed between the inner and outer molds.

コンクリート24の硬化後は型枠体1を脱型す
るのであるが、それには、伸縮調節部材16を短
縮させれば、型枠体1は支持アーム10,11に
よるリンク作用で、走行脚車5に対して引寄せら
れると共に上方に向けて移動されることになり、
型枠体1は全体的にコンクリート24より剥離さ
れることになる。このように、型枠体1の脱型作
業は伸縮調節部材16の単一な操作だけで極めて
簡易に行なうことができる。
After the concrete 24 has hardened, the form body 1 is removed from the mold. To do this, by shortening the telescopic adjustment member 16, the form body 1 can be moved to the traveling leg vehicle 5 by the link action of the support arms 10 and 11. It will be pulled towards and moved upwards,
The entire form body 1 will be peeled off from the concrete 24. In this way, the demolding operation of the frame body 1 can be carried out extremely easily by only a single operation of the expansion/contraction adjustment member 16.

脱型後の型枠体1は、更に伸縮調節部材16や
昇降調節機構9の操作により、コンクリート24
から十分離反させて次の施工位置に走行移動さ
せ、前述の操作を反覆して施工が進められて行く
のである。
The form body 1 after demolding is further moved to the concrete 24 by operating the expansion/contraction adjustment member 16 and the elevation adjustment mechanism 9.
The robot is sufficiently separated from the robot and moved to the next construction position, and the above-mentioned operations are repeated to proceed with the construction.

第3図は、本発明装置における支持アームの傾
斜角度調節機構の他の実施例を示したもので、脚
柱8の中間部にブラケツト25を突設させると共
に、上部支持アーム10を枢着ピン14より外方
に突出させて延長部26を形成し、伸縮調節部材
16の両端をブラケツト25と延長部26とにそ
れぞれ枢着27,28して取付けられている。こ
の実施例のものも、伸縮調節部材16を操作すれ
ば、第1図、第2図の実施例の場合と同様の作用
が行われる。
FIG. 3 shows another embodiment of the inclination angle adjustment mechanism of the support arm in the device of the present invention, in which a bracket 25 is provided protruding from the middle part of the pillar 8, and the upper support arm 10 is attached to a pivot pin. An extension part 26 is formed to protrude outward from the extension part 14, and both ends of the telescopic adjustment member 16 are pivotally attached 27 and 28 to the bracket 25 and the extension part 26, respectively. In this embodiment, when the expansion/contraction adjustment member 16 is operated, the same effect as in the embodiments shown in FIGS. 1 and 2 is performed.

以上説明したように、本発明は、アーチ状に形
成された型枠体の両外側下部に、それぞれ外方に
向けて上下一対の平行な支持アームを枢着し、こ
のアームの先端部を、車輪を備えた支脚を昇降自
在に設けた走行脚車に枢着すると共に、前記支持
アームをその先端側が低くなる傾斜状態にして、
両支持アーム間または一方の支持アームと脚柱間
に、支持アームの傾斜角度を調節する伸縮調節部
材を架設したので、大張間を構成する型枠体を安
定よく支持して走行移動できると共に、型枠体の
高低の調節と横断方向への移動調節が支脚の昇降
操作と伸縮調節部材の伸縮操作により行なえ、型
枠整型時の調節操作が簡単であり、また、型枠体
のコンクリートからの剥離、脱型は伸縮調節部の
みの単一な操作によつて実施でき、作業が著しく
簡易化され、能率的、省力的であり、しかも構造
が極めて簡単で軽量、安価に製作することができ
る等、アーチカルバート用外型枠として多くの優
れた効果を有するものである。
As explained above, the present invention pivots a pair of upper and lower parallel support arms outward to the lower portions of both outer sides of a form body formed in an arch shape. A support leg equipped with wheels is pivotally connected to a traveling leg vehicle that is movable up and down, and the support arm is placed in an inclined state such that its tip side is lowered,
A telescopic adjustment member that adjusts the inclination angle of the support arm is installed between both support arms or between one of the support arms and the pillar, so the formwork that makes up the large space can be stably supported and moved. The height of the formwork body and its movement in the transverse direction can be adjusted by raising and lowering the supporting legs and expanding and contracting the telescopic adjustment member, making it easy to adjust the formwork when shaping the formwork, and to adjust the movement of the formwork body in the concrete. Peeling from the mold and demolding can be performed by a single operation of the expansion/contraction adjustment part, which greatly simplifies the work, making it efficient and labor-saving, and furthermore, the structure is extremely simple, lightweight, and manufactured at low cost. It has many excellent effects as an external formwork for arch culverts.

【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整型し
た状態を示す正面図、第2図は同脱型した状態を
示す正面図、第3図は型枠体と走行脚車との接離
調節機構の他の実施例を示した正面図である。 1……型枠体、2……バタ材、3……せき板、
5……走行脚車、6……車輪、7……支脚、8…
…脚柱、9……昇降調節機構、10,11……支
持アーム、16……伸縮調節部材、20……レー
ル、23……内型枠、24……コンクリート、2
5……ブラケツト、26……延長部。
Fig. 1 is a front view showing the molded state of the device according to an embodiment of the present invention, Fig. 2 is a front view showing the same demolded state, and Fig. 3 is the connection between the form body and the traveling caster. FIG. 7 is a front view showing another embodiment of the separation adjustment mechanism. 1...Formwork body, 2...Butter material, 3...Weir board,
5... Traveling gear, 6... Wheels, 7... Support legs, 8...
... Pillar, 9 ... Elevation adjustment mechanism, 10, 11 ... Support arm, 16 ... Expansion adjustment member, 20 ... Rail, 23 ... Inner formwork, 24 ... Concrete, 2
5...Bracket, 26...Extension part.

Claims (1)

【特許請求の範囲】[Claims] 1 アーチ状に形成された型枠体の両外側下部
に、それぞれ外方に向けて延長する上下に間隔を
おいた一対の支持アームの基端部を枢着し、それ
ら支持アームを平行にしてその先端部に、車輪を
備えた支脚を脚柱に昇降調節自在に設けた走行脚
車の前記脚柱に枢着すると共に、前記支持アーム
をその先端側が低くなる傾斜状態にして、両支持
アーム間または一方の支持アームと脚柱間に、支
持アームの傾斜角度を調節する伸縮調節部材を架
設したことを特徴とする、アーチカルバート用移
動外型枠装置。
1. The base ends of a pair of vertically spaced support arms extending outward are pivotally attached to the lower parts of both outer sides of the arch-shaped form body, and the support arms are parallel to each other. A support leg equipped with a wheel is pivotally attached to the pedestal of a traveling platform vehicle, which has a support leg provided with a wheel at its tip so as to be adjustable up and down. A movable external formwork device for an arch culvert, characterized in that a telescopic adjustment member for adjusting the inclination angle of the support arm is installed between or between one of the support arms and the pedestal.
JP19641589A 1989-07-28 1989-07-28 Arch culvert moving outside form device Granted JPH0280762A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19641589A JPH0280762A (en) 1989-07-28 1989-07-28 Arch culvert moving outside form device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19641589A JPH0280762A (en) 1989-07-28 1989-07-28 Arch culvert moving outside form device

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP58140602A Division JPS6033978A (en) 1983-08-02 1983-08-02 Moving outer mold frame apparatus for arch calvert

Publications (2)

Publication Number Publication Date
JPH0280762A JPH0280762A (en) 1990-03-20
JPH0466978B2 true JPH0466978B2 (en) 1992-10-26

Family

ID=16357478

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19641589A Granted JPH0280762A (en) 1989-07-28 1989-07-28 Arch culvert moving outside form device

Country Status (1)

Country Link
JP (1) JPH0280762A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6736570B2 (en) * 2002-04-16 2004-05-18 L&R Pre-Cast Concrete Works Precast safety end and form therefor
KR100892961B1 (en) * 2008-06-20 2009-04-10 장영미 Wall-construction forming apparatus and method of forming a wall-construntion in a vertical excavation using the same

Also Published As

Publication number Publication date
JPH0280762A (en) 1990-03-20

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