JP2014034821A - Form transfer device - Google Patents

Form transfer device Download PDF

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Publication number
JP2014034821A
JP2014034821A JP2012177200A JP2012177200A JP2014034821A JP 2014034821 A JP2014034821 A JP 2014034821A JP 2012177200 A JP2012177200 A JP 2012177200A JP 2012177200 A JP2012177200 A JP 2012177200A JP 2014034821 A JP2014034821 A JP 2014034821A
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erection
rail
formwork
transfer device
rails
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Naotake Iwashita
尚武 岩下
Hirohito Ikeda
浩仁 池田
Masahiro Iwaki
雅大 岩城
Satoshi Okubo
諭 大久保
Kohei Kurihara
昂平 栗原
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Asahi Kasei Homes Corp
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Asahi Kasei Homes Corp
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  • Rollers For Roller Conveyors For Transfer (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a form transfer device which has superior versatility and transportability.SOLUTION: A rail member 5 of a form transfer device 1 is formed of a pair of rails 5a and a plurality of crosspiece materials 5b bridged between the pair of rails 5a. Therefore, even in the state where the rail member 5 is placed on an erection member 4, a top face 4a of the plate-like erection member 4 is exposed in a portion in which there is no crosspiece material 5b. A worker C can thus move or work while standing on the erection member 4 that can be used as a gangboard. Thus, the form transfer device 1 has superior versatility. Leg members 2 and 3, the erection member 4 and the rail member 5 are all separate members so that each member is not bulky in comparison with the case where the device is integrated as a whole. Accordingly, the form transfer device 1 also has superior transportability and storage capability.

Description

本発明は、特に、建築現場において型枠を移送するための型枠移送装置に関する。   The present invention particularly relates to a formwork transfer device for transferring formwork at a construction site.

従来、住宅等の建築現場の基礎の施工において、再利用可能な鋼製型枠が用いられている。建築現場で用いられる際、格子状に立ち上がった鉄筋の上に道板を架け渡し、この道板を利用して作業者が鋼製型枠を手運搬するのが一般的である。しかし、このような方法では、(1)手運搬のため多大な労力を要する、(2)道板が撓んで鋼製型枠を落としたり、作業者が転落してしまったりする危険がある、(3)鉄筋の移動や傾きによって手戻りが発生するおそれがある、等の問題があった。   Conventionally, a reusable steel formwork has been used in the construction of foundations for construction sites such as houses. When used at a construction site, it is common for a road plate to be bridged on a reinforcing bar that rises in a lattice shape, and an operator manually transports a steel formwork using this road plate. However, in such a method, (1) it takes a lot of labor for hand transportation, (2) there is a risk that the road plate will be bent and drop the steel formwork, or the operator may fall down, (3) There was a problem that rework may occur due to the movement and inclination of the reinforcing bars.

そこで、下記特許文献1に記載されるように、建築現場において型枠を移送するための型枠移送装置が提案されている。この装置は、脚によって支持される枠体を備えている。枠体は、軸に多数のコロが取り付けられてなるコロコンベアを有している。このコロコンベアは、幅方向においては水平に、長さ方向においては傾斜をつけて設置される。建築現場の作業員は、型枠をコロコンベアに載せて押すことにより、その傾斜により型枠を移動させる。   Then, as described in the following Patent Document 1, a formwork transfer device for transferring a formwork at a construction site has been proposed. This device includes a frame supported by legs. The frame has a roller conveyor in which a large number of rollers are attached to a shaft. The roller conveyor is installed horizontally in the width direction and inclined in the length direction. The worker at the construction site moves the formwork by the inclination by placing the formwork on the roller conveyor and pushing it.

この装置では、枠体の端部の下面に支持部材が固定されており、取付け金具等を介して、この支持部材に脚が取り付けられる。脚は降りたたみ可能になっている。また、脚の長さは伸縮によって調節可能であり、傾斜した地面上にコロコンベアを設置することができる。この装置を運搬または収納する場合には、脚は枠体に沿うようにして折りたたまれる。   In this apparatus, a support member is fixed to the lower surface of the end portion of the frame body, and a leg is attached to the support member via an attachment fitting or the like. The legs can be lowered. Moreover, the length of the leg can be adjusted by expansion and contraction, and the roller conveyor can be installed on the inclined ground. When transporting or storing the device, the legs are folded along the frame.

実開昭61−101510号公報Japanese Utility Model Publication No. 61-101510

しかしながら、上述した従来の装置では、コロが枠体のほぼ全面に配されているので、型枠の運搬にしか利用できずに、汎用性が乏しい。また、脚が折りたたみ可能であるものの、枠体および脚が嵩張って運搬性が悪い。このように、型枠移送装置において、汎用性および運搬性の向上が課題となっている。   However, in the above-described conventional apparatus, since the rollers are arranged on almost the entire surface of the frame body, it can be used only for transporting the formwork and lacks versatility. Moreover, although a leg is foldable, a frame and a leg are bulky and its conveyance property is bad. Thus, improvement in versatility and transportability is a problem in the formwork transfer device.

本発明は、汎用性および運搬性に優れた型枠移送装置を提供することを目的とする。   An object of the present invention is to provide a formwork transfer device excellent in versatility and transportability.

本発明の型枠移送装置は、複数の脚部材と、複数の脚部材に架け渡されて支持される長尺板状の架設部材と、上面に摺動部が形成された一対のレールと、当該一対のレール間に架け渡されて当該一対のレールを平行に保つ複数の桟材とからなり、架設部材上に載置されるレール部材と、を備えたことを特徴とする。   The formwork transfer device of the present invention includes a plurality of leg members, a long plate-like installation member that is supported by being supported by the plurality of leg members, a pair of rails having sliding portions formed on the upper surface, A rail member that is bridged between the pair of rails and is formed of a plurality of crosspieces that keep the pair of rails parallel to each other.

この型枠移送装置によれば、架設部材上にレール部材が載置され、レール部材のレールの上面に形成された摺動部に型枠を乗せて、型枠を移動させることができる。ここで、レール部材は、一対のレールと、一対のレール間に架け渡された複数の桟材とからなるので、架設部材にレール部材を載置した状態でも、桟材のない部分においては、板状の架設部材が露出している。よって、作業者が架設部材の上に立って、移動または作業を行うことができる。すなわち、架設部材を道板として使用できる。また、レール部材が別体であるので、このレール部材を取り除くことにより、架設部材を道板として使用することもできる。また、コンクリートの養生が終了し、ばらした型枠を搬出する際には、完成した布基礎の上面にレール部材のみを架け渡して使用することができる。このように、本発明の型枠移送装置は、汎用性に優れる。また、脚部材、架設部材、およびレール部材がそれぞれ別体であるので、装置全体が一体である場合に比べて各部材が嵩張らない。よって、本発明の型枠移送装置は、運搬性にも優れる。   According to this formwork transfer device, the rail member is placed on the erection member, and the formwork can be moved by placing the formwork on the sliding portion formed on the upper surface of the rail of the rail member. Here, since the rail member is composed of a pair of rails and a plurality of crosspieces spanned between the pair of rails, even in a state where the rail member is placed on the installation member, The plate-shaped erection member is exposed. Therefore, the worker can stand on the construction member and move or work. That is, the installation member can be used as a road plate. Further, since the rail member is a separate member, the installation member can be used as a road plate by removing the rail member. Further, when the curing of the concrete is completed and the loose formwork is carried out, only the rail member can be bridged and used on the upper surface of the completed cloth foundation. Thus, the formwork transfer device of the present invention is excellent in versatility. Further, since the leg member, the erection member, and the rail member are separate bodies, each member is not bulky as compared with the case where the entire apparatus is integrated. Therefore, the formwork transfer device of the present invention is excellent in transportability.

また、上記型枠移送装置において、架設部材の幅は一対のレールの離間距離よりも小さく、複数の桟材は、架設部材上に載置される。この構成によれば、幅の狭い架設部材を用いながらも、一対のレールの離間距離を十分にとることができ、型枠移送時の安定性が保たれる。また、複数の桟材が架設部材によって支持されるため、一対のレールを平行に保つための桟材を有効活用できる。   Moreover, in the said formwork transfer apparatus, the width | variety of a construction member is smaller than the separation distance of a pair of rail, and a some crosspiece is mounted on a construction member. According to this configuration, the distance between the pair of rails can be sufficiently secured while using a narrow erection member, and stability during the transfer of the formwork is maintained. Further, since the plurality of crosspieces are supported by the erection member, the crosspieces for keeping the pair of rails in parallel can be used effectively.

また、上記型枠移送装置において、レール部材は、レールと桟材とがヒンジ接合されることにより、折りたたみ自在である。この構成によれば、型枠移送装置の運搬性がさらに高められる。また、収納性にも優れる。   Moreover, in the said formwork transfer apparatus, a rail member is foldable, when a rail and a crosspiece are hinge-joined. According to this configuration, the transportability of the formwork transfer device is further enhanced. Moreover, it is excellent also in storage property.

本発明によれば、汎用性および運搬性に優れた型枠移送装置を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the form transfer apparatus excellent in versatility and transportability can be provided.

本発明の型枠移送装置の一実施形態を示す斜視図である。It is a perspective view showing one embodiment of a formwork transfer device of the present invention. 図1の型枠移送装置の分解斜視図である。It is a disassembled perspective view of the formwork transfer apparatus of FIG. (a)〜(c)は、根切り面設置用の脚部材の説明図である。(A)-(c) is explanatory drawing of the leg member for root cutting surface installation. (a)および(b)は、島設置用の脚部材の説明図である。(A) And (b) is explanatory drawing of the leg member for island installation. (a)〜(c)は、図1の型枠移送装置の設置手順を示す斜視図である。(A)-(c) is a perspective view which shows the installation procedure of the form transfer apparatus of FIG. (a)は折りたたまれたレール部材を示す底面図、(b)は展開されたレール部材を示す底面図である。(A) is a bottom view showing the folded rail member, (b) is a bottom view showing the developed rail member. 型枠移送装置を用いて鋼製型枠を搬送する状態を示す斜視図である。It is a perspective view which shows the state which conveys steel molds using a mold transfer apparatus.

以下、本発明の実施形態について、図面を参照しながら説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1および図2に示されるように、型枠移送装置1は、住宅等の建築現場に設置されて、基礎の施工用の型枠を現場内で移送するための装置である。型枠移送装置1によって移送される型枠は、たとえば、再利用可能な鋼製型枠D(図7参照)である。型枠移送装置1は、複数の脚部材2,3と、複数の脚部材2,3に架け渡されて支持される長尺板状の架設部材4と、架設部材4上に載置されるレール部材5とを備えている。   As shown in FIG. 1 and FIG. 2, the formwork transfer device 1 is a device that is installed in a construction site such as a house and transfers a formwork for foundation construction within the site. The formwork transferred by the formwork transfer device 1 is, for example, a reusable steel formwork D (see FIG. 7). The formwork transfer device 1 is placed on a plurality of leg members 2, 3, a long plate-like erection member 4 that is supported by being supported by the plurality of leg members 2, 3, and the erection member 4. The rail member 5 is provided.

脚部材2,3は、長尺板状の架設部材4を支持するためのものである。脚部材2,3のそれぞれは、基礎が施工される現場の根切り面Aまたは島(根切りによって発生した残土が仮置きされて形成された盛土)Bに立設される。脚部材2,3は、所定の間隔をもって略一直線状に並べられる。脚部材2は、根切り面設置用の脚部材であり、脚部材3は、島設置用の脚部材である。   The leg members 2 and 3 are for supporting the long plate-like erection member 4. Each of the leg members 2 and 3 is erected on the root cutting surface A or the island (banking formed by temporarily placing the residual soil generated by the root cutting) where the foundation is constructed. The leg members 2 and 3 are arranged in a substantially straight line with a predetermined interval. The leg member 2 is a leg member for installing a root cut surface, and the leg member 3 is a leg member for installing an island.

根切り面設置用の脚部材2は、架設部材4を支持する受け板部10と、根切り面A上に設置される底板部11と、受け板部10および底板部11を連結する軸部12Aとを有して構成されている。四角形状の受け板部10の上面10aの隅部近傍には、架設部材4のずれを防止するずれ止め片16が突設されている。   The leg member 2 for root cutting surface installation includes a receiving plate portion 10 that supports the erection member 4, a bottom plate portion 11 that is installed on the root cutting surface A, and a shaft portion that connects the receiving plate portion 10 and the bottom plate portion 11. 12A. In the vicinity of the corner portion of the upper surface 10 a of the rectangular receiving plate portion 10, a displacement preventing piece 16 that prevents the erection member 4 from being displaced is projected.

図3(a)〜(c)に示されるように、根切り面設置用の脚部材2として、たとえば3種類の脚部材2A,2B,2Cが用意されている。脚部材2A,2B,2Cは、段階的に設定された根切り面Aの深さ、すなわち基礎20,21,22の底面レベルに対応してそれぞれ用意されたものである。脚部材2A,2B,2Cにおいて、受け板部10および底板部11は共通化されており、軸部12A,12B,12Cのみが異なっている。軸部12A,12B,12Cの長さは、根切り面Aの深さに応じて段階的に設定されている。すなわち、軸部12A,12B,12Cの長さは、根切り面Aのレベル差ΔHの分だけ異なっている。軸部12A,12B,12Cの長さは、脚部材2A,2B,2Cの設置状態において、受け板部10の上面10aの高さが基礎20,21,22の上端面20a,21a,22aよりも高くなるように設定されている。   As shown in FIGS. 3A to 3C, for example, three types of leg members 2A, 2B, and 2C are prepared as the root member 2 for installing the root cut surface. The leg members 2A, 2B, and 2C are prepared in accordance with the depth of the root cutting surface A set in stages, that is, the bottom surfaces of the foundations 20, 21, and 22, respectively. In the leg members 2A, 2B, and 2C, the receiving plate portion 10 and the bottom plate portion 11 are made common, and only the shaft portions 12A, 12B, and 12C are different. The lengths of the shaft portions 12A, 12B, and 12C are set stepwise according to the depth of the root cut surface A. That is, the lengths of the shaft portions 12A, 12B, and 12C differ by the level difference ΔH of the root cut surface A. The lengths of the shaft portions 12A, 12B, and 12C are such that the height of the upper surface 10a of the receiving plate portion 10 is higher than the upper end surfaces 20a, 21a, and 22a of the foundations 20, 21, and 22 when the leg members 2A, 2B, and 2C are installed. Is set to be higher.

図2および図4に示されるように、島設置用の脚部材3は、架設部材4を支持する受け板部10と、島B上に設置される底板部11と、受け板部10および底板部11を連結する軸部13とを有して構成されている。四角形状の受け板部10の上面10aの隅部近傍には、架設部材4のずれを防止するずれ止め片16が突設されている。   As shown in FIG. 2 and FIG. 4, the island installation leg member 3 includes a receiving plate portion 10 that supports the erection member 4, a bottom plate portion 11 that is installed on the island B, and the receiving plate portion 10 and the bottom plate. And a shaft portion 13 that connects the portions 11. In the vicinity of the corner portion of the upper surface 10 a of the rectangular receiving plate portion 10, a displacement preventing piece 16 that prevents the erection member 4 from being displaced is projected.

脚部材3の場合、島Bの高さは一律ではないため、軸部13の長さが微調整できるように構成されている。すなわち、底板部11の底面から受け板部10の上面10aまでの高さは、微調整可能である。たとえば、比較的高い島B1(図4参照)の場合には軸部13を縮ませて脚部材3全体の高さを小さくし、比較的低い島B2の場合には軸部13を伸ばして脚部材3全体の高さを大きくすることができる。   In the case of the leg member 3, since the height of the island B is not uniform, the length of the shaft portion 13 can be finely adjusted. That is, the height from the bottom surface of the bottom plate portion 11 to the upper surface 10a of the receiving plate portion 10 can be finely adjusted. For example, in the case of the relatively high island B1 (see FIG. 4), the shaft portion 13 is contracted to reduce the overall height of the leg member 3, and in the case of the relatively low island B2, the shaft portion 13 is extended to extend the leg. The height of the entire member 3 can be increased.

図1および図2に示されるように、架設部材4は、レール部材5を載置して支持するためのものである。架設部材4は、道板として使用することもできる。言い換えれば、一般的に用いられる道板を架設部材4として用いることもできる。架設部材4は、たとえばスチール、アルミ、合板などからなっている。型枠Dが移送される距離に応じて、複数の架設部材4が長手方向に並設される。架設部材4の両端部は、脚部材2または脚部材3の受け板部10の上面10aに載置されて支持される。すなわち、脚部材2,3は、架設部材4の連設部に配置され、2つの架設部材4の端縁部を同時に支持するように構成されている。なお、架設部材4は、脚部材2または脚部材3の受け板部10に対して載置されるだけでもよく、連結金具によって連結されてもよい。また、複数の架設部材4は、互いに連結されてもよい。   As shown in FIG. 1 and FIG. 2, the erection member 4 is for mounting and supporting the rail member 5. The erection member 4 can also be used as a road plate. In other words, a commonly used road plate can be used as the erection member 4. The erection member 4 is made of, for example, steel, aluminum, or plywood. A plurality of erection members 4 are juxtaposed in the longitudinal direction according to the distance to which the mold D is transferred. Both ends of the erection member 4 are placed and supported on the upper surface 10a of the receiving member 10 of the leg member 2 or the leg member 3. That is, the leg members 2 and 3 are arranged in the continuous portion of the erection member 4 and are configured to support the end edges of the two erection members 4 simultaneously. In addition, the erection member 4 may be mounted only on the leg member 2 or the receiving plate portion 10 of the leg member 3, or may be connected by a connecting metal fitting. Further, the plurality of erection members 4 may be connected to each other.

レール部材5は、上面に摺動部5cが形成された一対のレール5a,5aと、当該一対のレール5a,5a間に架け渡されて一対のレール5a,5aを平行に保つ2本の桟材5bとを有して構成されている。レール部材5は、使用状態では梯子状に構成される。摺動部5cは、対向するように配置された一対の長尺状の支持板部材に軸の両端が固定されて、一直線状に配列された複数のローラ(またはコロ)17により構成されている。   The rail member 5 is composed of a pair of rails 5a and 5a having a sliding portion 5c formed on the upper surface, and two bars that are bridged between the pair of rails 5a and 5a and keep the pair of rails 5a and 5a in parallel. And a material 5b. The rail member 5 is configured in a ladder shape when in use. The sliding portion 5c is composed of a plurality of rollers (or rollers) 17 arranged in a straight line with both ends of the shaft fixed to a pair of long support plate members arranged so as to face each other. .

桟材5bは、レール5aの下端面にボルト25(図6参照)により固定されている。このボルト25を緩めることで、ボルト25がヒンジの役割を果たして、レール部材5をコンパクトに折りたたむことができる。すなわち、レール5aと桟材5bとはヒンジ接合される。レール部材5の端部には、レール部材5同士を連結するための連結金具18が設けられている。連結金具18は、一方のレール部材5のレール5aに回動自在に取り付けられており、他方のレール部材5のレール5aに設けられた突起19に引っ掛けられる。   The crosspiece 5b is fixed to the lower end surface of the rail 5a by a bolt 25 (see FIG. 6). By loosening the bolt 25, the bolt 25 serves as a hinge, and the rail member 5 can be folded compactly. That is, the rail 5a and the crosspiece 5b are hinge-joined. A connection fitting 18 for connecting the rail members 5 to each other is provided at the end of the rail member 5. The connecting metal fitting 18 is rotatably attached to the rail 5a of one rail member 5 and is hooked on a protrusion 19 provided on the rail 5a of the other rail member 5.

ここで、桟材5bの長さは、架設部材4の幅よりも長い。すなわち、架設部材4の幅は、一対のレール5a,5aの離間距離よりも小さい。そのため、桟材5bは、架設部材4の上面4aに載置され、レール5aは、架設部材4の両側にはみ出している。架設部材4にレール部材5を載置した状態では、桟材5bのない部分において、架設部材4の上面4aが露出する。これにより、作業者が架設部材4の上に立って、移動または作業を行うことも可能になっている。   Here, the length of the crosspiece 5 b is longer than the width of the erection member 4. That is, the width of the erection member 4 is smaller than the distance between the pair of rails 5a and 5a. Therefore, the crosspiece 5 b is placed on the upper surface 4 a of the erection member 4, and the rail 5 a protrudes on both sides of the erection member 4. In a state where the rail member 5 is placed on the erection member 4, the upper surface 4a of the erection member 4 is exposed at a portion where the crosspiece 5b is not present. Thereby, the worker can stand on the erection member 4 and move or work.

図5および図6を参照して、型枠移送装置1を用いた作業手順を説明する。まず、通常の手順で基礎工事を進める。すなわち、根切り、地業、配筋等を行う。次に、図5(a)に示されるように、脚部材2,3を所定位置に立設する。根切り面Aに設置する場合は、根切り面設置用の脚部材2を使用する。この場合、根切り面Aの深さに対応した軸部(軸部12A,12B,12Cのいずれか1つ)を選択する。島Bに設置する場合は、島設置用の脚部材3を用いて、軸部13を伸縮させることにより高さを微調整する。   With reference to FIG. 5 and FIG. 6, the work procedure using the formwork transfer apparatus 1 will be described. First, proceed with the foundation work in the normal procedure. In other words, root cutting, groundwork, bar arrangement, etc. are performed. Next, as shown in FIG. 5A, the leg members 2 and 3 are erected at predetermined positions. When installing on the root cutting surface A, the leg member 2 for root cutting surface installation is used. In this case, a shaft portion (any one of the shaft portions 12A, 12B, and 12C) corresponding to the depth of the root cut surface A is selected. When installing on the island B, the height is finely adjusted by expanding and contracting the shaft portion 13 using the leg member 3 for installing the island.

次に、図5(b)に示されるように、架設部材4を脚部材2,3の受け板部10の上面10aに載置する。ここでは、受け板部10に突設されたずれ止め片16,16間に架設部材4を配置する。次に、レール部材5を折りたたまれた状態(図5(c)および図6(a)参照)から梯子状の使用状態(図6(b)参照)にして、ボルト25を締める。   Next, as shown in FIG. 5B, the erection member 4 is placed on the upper surface 10 a of the receiving plate portion 10 of the leg members 2 and 3. Here, the erection member 4 is arranged between the stopper pieces 16 and 16 projecting from the receiving plate portion 10. Next, the rail member 5 is folded (see FIGS. 5C and 6A) to a ladder-like use state (see FIG. 6B), and the bolts 25 are tightened.

次に、レール部材5を架設部材4の上に載置し、連結金具18で連結する。以上の一連の作業により、図1に示される型枠移送装置1が完成する。   Next, the rail member 5 is placed on the erection member 4 and connected by the connecting metal fitting 18. The mold transfer apparatus 1 shown in FIG. 1 is completed by the series of operations described above.

そして、図7に示されるように、作業者Cがレール部材5上に鋼製型枠Dを載せて押すことにより、型枠Dを移送する。他の作業者(図示せず)は、移送された型枠Dを降ろして所定位置に立設する。型枠Dを所定位置に設置した後、コンクリートを打設し、一定期間養生する。最後に、型枠をばらす。   Then, as shown in FIG. 7, when the worker C places and pushes the steel mold D on the rail member 5, the mold D is transferred. Another worker (not shown) lowers the transferred form D and stands at a predetermined position. After the mold D is installed at a predetermined position, concrete is cast and cured for a certain period. Finally, release the formwork.

本実施形態の型枠移送装置1によれば、架設部材4上にレール部材5が載置され、レール5aの上面に形成された摺動部5cに型枠Dを乗せて、型枠Dを移動させることができる。レール部材5は、一対のレール5aと、一対のレール5a間に架け渡された複数の桟材5bとからなるので、架設部材4にレール部材5を載置した状態でも、桟材5bのない部分においては、板状の架設部材4の上面4aが露出している。よって、作業者Cが架設部材4の上に立って、移動または作業を行うことができ、架設部材4を道板として使用できる。また、レール部材5が別体であるので、レール部材5を取り除くことにより、架設部材4を道板として使用することもできる。また、コンクリートの養生が終了し、ばらした型枠Dを搬出する際には、完成した布基礎20,21,22(図3参照)の上面20a,21a,22aにレール部材5のみを架け渡して使用することもできる。また、完成した布基礎20,21,22の上端面20a,21a,22aに架設部材4およびレール部材5を架け渡して使用してもよい。このように、型枠移送装置1は、汎用性に優れている。また、脚部材2,3、架設部材4、およびレール部材5がそれぞれ別体であるので、装置全体が一体である場合に比べて各部材が嵩張らない。よって、型枠移送装置1は、運搬性および収納性にも優れている。   According to the formwork transfer apparatus 1 of the present embodiment, the rail member 5 is placed on the erection member 4, and the formwork D is placed on the sliding portion 5c formed on the upper surface of the rail 5a. Can be moved. Since the rail member 5 includes a pair of rails 5a and a plurality of crosspieces 5b spanned between the pair of rails 5a, there is no crosspiece 5b even when the rail member 5 is placed on the installation member 4. In the portion, the upper surface 4a of the plate-like erection member 4 is exposed. Therefore, the worker C can stand on the erection member 4 to move or work, and the erection member 4 can be used as a road plate. Moreover, since the rail member 5 is a separate body, the construction member 4 can be used as a road plate by removing the rail member 5. In addition, when the concrete curing is finished and the loose formwork D is carried out, only the rail member 5 is bridged over the upper surfaces 20a, 21a, and 22a of the finished fabric foundations 20, 21, and 22 (see FIG. 3). Can also be used. Further, the erection member 4 and the rail member 5 may be bridged between the upper end surfaces 20a, 21a, and 22a of the completed fabric foundations 20, 21, and 22. Thus, the formwork transfer apparatus 1 is excellent in versatility. Moreover, since the leg members 2 and 3, the erection member 4, and the rail member 5 are separate bodies, each member is not bulky as compared with the case where the entire apparatus is integrated. Therefore, the form transfer device 1 is excellent in transportability and storage property.

また、架設部材4の幅は、一対のレール5a,5aの離間距離よりも小さく、複数の桟材5bは、架設部材4の上面4aに載置されるため、幅の狭い架設部材4を用いながらも、一対のレール5aの離間距離を十分にとることができ、型枠D移送時の安定性が保たれる。また、複数の桟材5bが架設部材4によって直接支持されるため、一対のレール5aを平行に保つための桟材5bを有効活用できる。   Moreover, since the width of the erection member 4 is smaller than the distance between the pair of rails 5a and 5a, and the plurality of crosspieces 5b are placed on the upper surface 4a of the erection member 4, the erection member 4 having a narrow width is used. However, a sufficient distance between the pair of rails 5a can be secured, and stability during the transfer of the mold D is maintained. Further, since the plurality of crosspieces 5b are directly supported by the erection member 4, the crosspieces 5b for keeping the pair of rails 5a in parallel can be effectively used.

また、レール5aと桟材5bとがヒンジ接合され、レール部材5が折りたたみ自在であるため、型枠移送装置1の運搬性がさらに高くなっている。また、レール部材5は、収納性にも優れる。   Moreover, since the rail 5a and the crosspiece 5b are hinge-joined and the rail member 5 is foldable, the transportability of the formwork transfer apparatus 1 is further enhanced. Moreover, the rail member 5 is excellent also in storage property.

また、脚部材2,3は、架設部材4の連設部に配置され、2つの架設部材4の端縁部を同時に支持するように構成されるため、連設部の段差や不陸が防止でき、型枠Dをスムーズに移送できる。   Moreover, since the leg members 2 and 3 are arranged in the connecting portion of the erection member 4 and are configured to support the edge portions of the two erection members 4 at the same time, steps and unevenness of the linking portion are prevented. The formwork D can be smoothly transferred.

型枠移送装置1では、脚部材2,3の強度や安定度を十分に確保することにより、レール部材5を載置したまま、あるいはレール部材5を取り除いた状態で、架設部材4を作業や移動のために使用することができる。通常、コンクリート打設の際には型枠Dの上に道板を架け渡して作業をするので、型枠Dの位置や高さが変わり修正をする必要が生じることがあるが、型枠移送装置1では、型枠Dには架け渡さないので、型枠Dの精度が保たれる。   In the formwork transfer device 1, the strength and stability of the leg members 2 and 3 are sufficiently ensured so that the construction member 4 can be operated while the rail member 5 is placed or the rail member 5 is removed. Can be used for moving. Normally, when placing concrete, a road plate is laid over the formwork D. Therefore, the position and height of the formwork D may change and may need to be corrected. Since the apparatus 1 does not span the mold D, the accuracy of the mold D is maintained.

また、コンクリートを一定期間養生したのち型枠Dをバラし、バラされた型枠Dを、搬出する際も同様の手順で移送することができる。この場合、脚部材2,3を使用しないで基礎20,21,22の上端面20a,21a,22aに架設部材4を架け渡し、この架設部材4にレール部材5を載置して使用してもよい。なお、レール部材5は、架設部材4の全長分用意する必要はなく、例えば、2つのレール部材5を順送りすることでも型枠Dの移送は可能である。このようにすれば、用意するレール部材5の数量を必要最小限にすることができる。   In addition, after curing concrete for a certain period, the formwork D is loosened, and when the concrete form D is unloaded, it can be transferred in the same procedure. In this case, without using the leg members 2, 3, the erection member 4 is laid over the upper end surfaces 20 a, 21 a, 22 a of the foundations 20, 21, 22, and the rail member 5 is placed on the erection member 4 and used. Also good. In addition, the rail member 5 does not need to prepare for the full length of the installation member 4, For example, the transfer of the formwork D is also possible by feeding the two rail members 5 forward. In this way, the number of rail members 5 to be prepared can be minimized.

以上、本発明の実施形態について説明したが、本発明は上記実施形態に限られるものではない。たとえば、架設部材4の幅が一対のレール5a,5aの離間距離よりも大きくてもよい。桟材5bは、一対のレール5a,5aに対して2本設けられる場合に限られず、3本以上であってもよい。   As mentioned above, although embodiment of this invention was described, this invention is not limited to the said embodiment. For example, the width of the erection member 4 may be larger than the separation distance between the pair of rails 5a and 5a. The crosspiece 5b is not limited to the case where two are provided for the pair of rails 5a and 5a, and may be three or more.

1…型枠移送装置、2,2A,2B,2C…脚部材、3…脚部材、4…架設部材、5…レール部材、5a…レール、5b…桟材、5c…摺動部、D…型枠。   DESCRIPTION OF SYMBOLS 1 ... Formwork transfer apparatus 2, 2A, 2B, 2C ... Leg member, 3 ... Leg member, 4 ... Construction member, 5 ... Rail member, 5a ... Rail, 5b ... Crosspiece, 5c ... Sliding part, D ... Formwork.

Claims (3)

複数の脚部材と、
前記複数の脚部材に架け渡されて支持される長尺板状の架設部材と、
上面に摺動部が形成された一対のレールと、当該一対のレール間に架け渡されて当該一対のレールを平行に保つ複数の桟材とからなり、前記架設部材上に載置されるレール部材と、
を備えたことを特徴とする型枠移送装置。
A plurality of leg members;
A long plate-like installation member supported by being supported by the plurality of leg members;
A rail mounted on the erection member, comprising a pair of rails each having a sliding portion formed on the upper surface and a plurality of cross members that are spanned between the pair of rails and keep the pair of rails in parallel. Members,
A formwork transfer device comprising:
前記架設部材の幅は前記一対のレールの離間距離よりも小さく、
前記複数の桟材は、前記架設部材上に載置されることを特徴とする請求項1記載の型枠移送装置。
The width of the erection member is smaller than the distance between the pair of rails,
The form transfer device according to claim 1, wherein the plurality of crosspieces are placed on the erection member.
前記レール部材は、前記レールと前記桟材とがヒンジ接合されることにより、折りたたみ自在であることを特徴とする請求項1または2記載の型枠移送装置。   The formwork transfer device according to claim 1 or 2, wherein the rail member is foldable when the rail and the crosspiece are hinge-joined.
JP2012177200A 2012-08-09 2012-08-09 Form transfer device Pending JP2014034821A (en)

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