JP3830934B2 - Temporary scaffolding for concrete placement - Google Patents

Temporary scaffolding for concrete placement Download PDF

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JP3830934B2
JP3830934B2 JP2003365641A JP2003365641A JP3830934B2 JP 3830934 B2 JP3830934 B2 JP 3830934B2 JP 2003365641 A JP2003365641 A JP 2003365641A JP 2003365641 A JP2003365641 A JP 2003365641A JP 3830934 B2 JP3830934 B2 JP 3830934B2
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scaffold
rod
formwork
connector
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JP2005127079A (en
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茂樹 松元
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大雅工業株式会社
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本発明は、地中梁などのコンクリート梁体や室内の隔壁などのコンクリート壁体の打設作業に使用するための仮設足場に関するものである。   The present invention relates to a temporary scaffold for use in placing concrete beams such as underground beams and concrete walls such as indoor partition walls.

コンクリート梁体やコンクリート壁体を構築する場合、例えばコンクリートによって地中梁を構築する場合には、地中梁構築部位に配筋を行い、面側板に上端サン木・下端サン木とその間に縦サン木を組合せた型枠を設置してコンクリ−トを打設する手順により行うが、この型枠にコンクリートを打設する際には、コンクリート材の投入其の他、型枠の上側からの作業が数繁く行われる。従って、作業員が型枠の上側からこれらの作業を行うための足場が不可欠であり、この足場作業は通常施工面である地面其の他に脚立を立て足場板を渡して作業するか、パイプ組足場などの簡易足場を仮設して、これを作業用の足場として利用することが行われている。   When constructing concrete beams or concrete walls, for example, when constructing underground beams using concrete, place reinforcements in the underground beam construction site, and place the top and bottom sun trees on the surface side plate and between them. This is done according to the procedure of placing concrete with a combination of sun wood and placing concrete. When placing concrete into this formwork, in addition to the addition of concrete material, from the upper side of the formwork. Work is done a lot. Therefore, a scaffold for workers to perform these operations from the upper side of the formwork is indispensable, and this scaffolding work is usually done by placing a stepladder on the ground, which is the construction surface, and passing the scaffolding plate, or pipes A simple scaffold such as an assembly scaffold is temporarily installed and used as a work scaffold.

一方、パイプ組など枠組足場を仮設しなくても、コンクリート打設用の足場を簡易に設置できるようにしたものとして、「コンクリート壁体用型枠における横端太に掛着されるカギ部を備えるとともに、足場板を載置する水平材を備える複数の足場ブラケットを有し、前記カギ部が前記横端太に掛着されることにより前記コンクリート壁体用型枠に取り付けられる前記複数の足場ブラケットが、前記横端太の長手方向に沿って離間して設けられているとともに、前記複数の足場ブラケットにおける前記水平材に足場板が載置されており、前記コンクリート壁体用型枠にコンクリートを打設する際に用いられる足場となることを特徴とするコンクリート壁体打設用のブラケット足場。」が提案されている。
特開平11−229614号公報(請求項1,段落番号0006)
On the other hand, it is possible to easily install a scaffold for concrete placement without temporarily installing a framework scaffold such as a pipe assembly. A plurality of scaffold brackets provided with a horizontal member on which a scaffolding plate is placed, and attached to the formwork for the concrete wall body by hooking the key portion on the thick side end. Brackets are provided separately along the longitudinal direction of the thick side edges, and scaffolding plates are placed on the horizontal members of the plurality of scaffolding brackets, and the concrete wall body form is provided with concrete. A bracket scaffold for concrete wall casting, characterized in that it is a scaffold used when placing a wall. "
JP-A-11-229614 (Claim 1, paragraph number 0006)

解決しようとする問題点は、型枠へのコンクリート打設作業時、従来は、施工面が地面の場合は、凸凹で不安定な地面に脚立を立て足場板を渡すため、足場が不安定で作業可能範囲も狭く限られ、或いは脚立の安定化の為設置場所の養生が必要であり、前者では作業姿勢も安定しないため危険を免れず、また、いずれの足場も作業場所の移動の際、手間がかかる点である。其の他、施工面に設置するパイプ組足場などの仮設足場は、工賃や資材費が嵩みコスト高に問題がある。   The problem to be solved is that when the concrete is placed on the formwork, conventionally, when the construction surface is the ground, the scaffolding is unstable because the stepladder is passed on the uneven and unstable ground with the stepladder. The workable range is narrow and limited, or it is necessary to cure the installation place for stabilization of the stepladder. In the former case, the work posture is not stable, so there is no danger, and both scaffolds are moved when moving the work place. It takes time. In addition, temporary scaffolds such as pipe assembly scaffolds to be installed on the construction surface have a problem of high costs and material costs.

一方、コンクリート壁体打設用のブラケット足場として提案されたものの場合、型枠における横端太に掛着されるカギ部を備えるとともに、足場板を載置する水平材を備える足場ブラケットを用いており、該足場ブラケットは、カギ部と水平材とを一体的に備えているため、重量が重く、運搬・設置に多大の労力を必要とし、保管のためのスペースも相当に必要である。また、カギ部を水平方向の横端太に掛着してブラケットを型枠に取付けるため、ブラケットが傾くなどブラケットの垂直方向に対するブレを起す問題を残している。   On the other hand, in the case of what was proposed as a bracket scaffold for placing concrete walls, using a scaffold bracket provided with a key part that is hooked on the lateral end of the formwork and with a horizontal member on which the scaffold plate is placed In addition, since the scaffold bracket is integrally provided with the key part and the horizontal member, the scaffold bracket is heavy, requires a lot of labor for transportation and installation, and requires a considerable space for storage. In addition, since the bracket is attached to the mold frame by hooking the key portion on the horizontal lateral end, there is a problem that the bracket is tilted and the bracket is tilted in the vertical direction.

本発明においては、地面など施工面からの足場に頼ることなく安定して作業ができるとともに、重量が重くても分解可能で運搬・設置等の労力を軽減し且つコストを低減した仮設足場として、請求項1に示すごとく、任意間隔をおいてそれぞれ上下方向に延びる所定長の少なくとも一対の縦ロッド1に対し、型枠の上端サン木上面に上方より係合する上端サン木係止片21と、その下方で型枠のサン木に側方より係合する縦サン木係止片22と、之等係止片21,22の背後で縦ロッド側面に付設した連結具11と連結する連結具23とを一体的に備えた型枠上部係合部材2を、各ロッド上部側面に付設した連結具11を介して上方より嵌挿により着脱自在に設けるとともに、前記連結具11の下方のロッド側面には、該ロッド側面に付設した連結具12を介して、型枠の縦サン木に側方より係合する縦サン木係止片32と該係止片背後側にロッド側面の下方の連結具12と連結する連結具33とを一体的に備えた型枠下部係合部材3を、嵌挿により着脱自在に設け、前記上下の縦サン木係止片22,32をそれぞれボルトで縦サン木に固定可能に設ける一方、型枠係合部材2,3と反対方向に延びる足場受け部材4を上部に足場板5を支持するごとく縦ロッド1側面に着脱自在に付設して構成され、型枠の上端サン木に前記縦ロッドを懸吊して足場を設置するようにしたことを特徴としている。 In the present invention, while being able to work stably without relying on the scaffolding from the construction surface such as the ground, as a temporary scaffolding that can be disassembled even if it is heavy, reduces labor such as transportation and installation, and reduces costs, As shown in claim 1, at least a pair of vertical rods 1 each having a predetermined length extending in the vertical direction at an arbitrary interval, the upper end sun tree engaging piece 2 1 engaged from above with the upper surface of the upper end sun tree of the formwork. When the vertical San a Kigakaritomehen 2 2, this such locking pieces 2 1, 2 and attached to the vertical rod side behind the second coupling member 1 1 to be engaged from the side San wooden formwork at its lower the mold upper engagement member 2 integrally provided with a connector 2 3 for connecting, with freely provided detachably by fitted from above through the connector 1 1 which is attached to each rod upper side surface and the coupling the rod side of the lower jig 1 1, via the connector 1 2 which is attached to the rod side , Integrally with connector 3 3 for connecting the connector 1 2 below the rod side vertically San Kigakaritomehen 3 2 and engaging piece behind side which engages from the side in the longitudinal Sun wooden formwork The lower frame engaging member 3 provided in the above is provided so as to be detachable by insertion, and the upper and lower vertical sun wood locking pieces 2 2 and 3 2 are provided so as to be fixed to the vertical sun wood with bolts, respectively. The scaffold receiving member 4 extending in the opposite direction to the engaging members 2 and 3 is detachably attached to the side of the vertical rod 1 so as to support the scaffold plate 5 at the top, and the vertical rod is attached to the upper end sun tree of the formwork. It is characterized by hanging and installing a scaffold.

この場合、上端サン木係止片21及び縦サン木係止片22,23は請求項2に示すごとくそれぞれ断面U字形で、上端サン木係止片21は下方が、縦サン木係止片22,23は側方がそれぞれ開口して、それぞれ対象とする上端サン木又は縦サン木を嵌挿可能にすることが効果的である。 In this case, the upper end San Kigakaritomehen 2 1 and the longitudinal San Kigakaritomehen 2 2, 2 3, respectively U-shaped cross-section as shown in claim 2, the upper end San Kigakaritomehen 2 1 is lower, vertical Sun It is effective that the wood locking pieces 2 2 and 2 3 are respectively opened on the sides so that the upper end sun tree or the vertical sun tree can be inserted.

前記縦ロッド1側面に上下に付設した連結具11,12は、請求項3に示すごとく筒状又は棒状で、上部、下部の型枠係合部材2,3の連結具23,33は前記連結具11,12と嵌合する棒状又は筒状とするとよい。 Said longitudinal rod 1 connector that attached to upper and lower sides 1 1, 1 2, with cylindrical or rod as shown in claim 3, upper, connector 2 3 at the bottom of the mold engaging members 2, 3 3 is preferably a rod-like shape or a tubular shape that fits with the coupling tools 1 1 , 1 2 .

また、足場受け部材4を縦ロッド1へ付設するに当っては、請求項4に示すごとく、縦ロッド上下の所定位置に固着した足場受け部材支持筒13により、足場受け部材4の設置の高さを変更可能にした構成をとることが望ましい。 Further, the scaffold receiving the hitting to attaching a member 4 in the vertical rod 1, as shown in claim 4, the vertical rod and below the predetermined position scaffold receiving member fixed to the support cylinder 1 3, the installation of the scaffolding receiving member 4 It is desirable to adopt a configuration in which the height can be changed.

請求項1記載の本発明のコンクリート打設用仮設足場によれば、少なくとも一対の縦ロッド1に対し、型枠の上端サン木に上方より係合するとともに型枠の縦サン木に側方より係合する型枠上部係合部材を、縦ロッド上部側面に付設した連結具を介して着脱自在に設けるとともに、その下方で型枠の縦サン木に側方より係合する型枠下部係合部材を縦ロッド側面の下方の連結具を介して着脱自在に設け、型枠の縦サン木に係合する縦サン木係止片をボルトで縦サン木に固定可能に設ける一方、上下の型枠係合部材と反対方向に足場受け部材を縦ロッド側面に着脱自在に付設して、型枠の上端サン木に縦ロッドを懸吊して足場を設置するようにしたため、コンクリート梁体やコンクリート壁体を構築する施工部の地面の凹凸にかかわらず、また、設置場所の養生をする必要もなく、足場受け部材のブレのない安定した危険のおそれのない足場をコスト安く容易に設置することができる。而も固定ボルトをゆるめて、縦ロッドを型枠の上端サン木上でスライド乃至移動させることにより、取付場所や足場の寸法を容易に変更することができる。
さらに、足場板を除いて、縦ロッドと型枠上部係合部材と型枠下部係合部材と足場受け部材とに分解して部材別に重量を軽くすることができるため、運搬や足場設置の際の労力を軽減することができ、保管のためのスペースも少なくすることができる。
According to the temporary scaffold for placing concrete according to the first aspect of the present invention, at least a pair of vertical rods 1 are engaged with the upper end sun tree of the formwork from above and from the side to the vertical sun tree of the formwork. The formwork upper engagement member to be engaged is detachably provided via a connector attached to the upper side surface of the vertical rod, and the lower part of the formwork engages with the vertical sun tree of the formwork from below. The member is provided detachably via a connector below the side surface of the vertical rod, and the vertical sun tree engaging piece that engages with the vertical sun tree of the mold is provided so as to be fixed to the vertical sun tree with a bolt, while the upper and lower molds are provided. A scaffold receiving member is detachably attached to the side of the vertical rod in the opposite direction to the frame engaging member, and the vertical rod is suspended from the upper end sun tree of the formwork so that the scaffold is installed. Regardless of the unevenness of the ground of the construction part that builds the wall, No need to cure the location, blurring without stable scaffold without risk of feared scaffold receiving member can cost cheaper easily installed. However, by loosening the fixing bolt and sliding or moving the vertical rod on the upper end of the formwork, the mounting location and the size of the scaffold can be easily changed.
Furthermore, except for the scaffolding plate, it can be disassembled into a vertical rod, a formwork upper engaging member, a formwork lower engaging member, and a scaffold receiving member to reduce the weight of each member. Can be reduced, and the storage space can be reduced.

請求項2記載の発明によれば、上端サン木係止片、縦サン木係止片はそれぞれ断面U字形で、上端サン木又は縦サン木の取付方向が開口しているため、それぞれ対象とする上端サン木、縦サン木の嵌挿により容易に安定して係止のための係合をさせることができる。   According to the invention described in claim 2, since the upper end sun tree engaging piece and the vertical sun tree engaging piece are each U-shaped in cross section and the mounting direction of the upper end sun tree or vertical sun tree is open, By engaging the upper end sun wood and the vertical sun wood, it is possible to easily and stably engage for locking.

請求項3記載の発明によれば、縦ロッド側面に上下に付設した連結具と、上部、下部の型枠係合部材の連結具を利用して、縦ロッド側面に容易に上下の型枠係合部材を連結することができる。   According to the third aspect of the present invention, it is possible to easily connect the upper and lower formwork to the side surface of the vertical rod by using the connection tool provided vertically on the side surface of the vertical rod and the connection tool of the upper and lower formwork engaging members. Joint members can be connected.

請求項4記載の発明によれば、縦ロッド上下の所定位置に固着したパイプ状の足場受け部材支持筒を利用して、足場受け部材の設置の高さを変更して縦ロッドへの付設を行うことにより、用途に対応してコンクリート打設作業に便利な足場を設定することができる。   According to the fourth aspect of the present invention, the height of the installation of the scaffold receiving member is changed by using the pipe-shaped scaffold receiving member support tube fixed to a predetermined position above and below the vertical rod, so that the vertical rod can be attached to the vertical rod. By doing so, it is possible to set a convenient scaffold for concrete placing work according to the application.

地中梁などのコンクリート梁体や室内の隔壁などのコンクリート壁体を構築するべく構築部位に配筋を行い型枠を設置してコンクリートを打設するに当たり、凸凹で不安定な地面など施工面に脚立を立て足場板を渡して足場を設置乃至設置場所の地面の養生をして足場を設置するという従来の足場の不安定性や養生の必要性をなくし、且つ作業場所の移動の際の手間を軽減し、さらに足場設置の際の重量のある足場資材の運搬や足場設置の労力を軽減し安定して容易にコンクリート打設用の足場をコスト安く仮設するという目的を、少なくとも一対の縦ロッドを型枠の上端サン木に懸吊して足場を設置するとともに、その際の上端サン木上面に上方より係合する上端サン木係止片と型枠の縦サン木に側方より係合する縦サン木係止片と足場受け部材とを、ロッド側面上下に設けた連結具を介して嵌挿により縦ロッドに着脱自在に設けるようにして、安定して容易に型枠に対しコンクリート打設用仮設足場の設置を実現した。   In order to construct concrete beams such as underground beams and concrete wall bodies such as indoor bulkheads, when placing concrete by placing reinforcements on the construction site and installing concrete, construction surfaces such as uneven and unstable ground This eliminates the instability of the conventional scaffolding and the need for curing, such as installing the scaffolding by setting the stepladder and passing the scaffolding plate, or curing the ground at the installation site, and the trouble of moving the work place At least a pair of vertical rods for the purpose of reducing the labor of transporting heavy scaffolding materials when installing the scaffolding and reducing the labor of installing the scaffolding, and stably and easily placing a scaffold for placing concrete at low cost Is suspended from the upper end sun tree of the formwork to install the scaffold, and the upper end sun tree engaging piece that engages the upper surface of the upper end sun tree from above and the vertical sun tree of the formwork are engaged from the side. Vertical sun wood locking piece and scaffolding A member, be provided detachably in the longitudinal rod by fitted via a connector provided on the rod side vertically and realized the installation of concrete 設用 temporary scaffold to easily mold stable.

図1に、本発明のコンクリート打設用仮設足場をコンクリート型枠に設置したときの正面図が示されており、図2に、コンクリート打設用仮設足場を設置した型枠の側部断面図である図(A)、及びその部分説明図である図(B)、(C)、(D)が示されている。また、図3は、縦ロッドに対する型枠上部係合部材、型枠下部係合部材、足場受け部材の着脱状態を示す図である。1は縦ロッド、2は型枠上部係合部材、21は上端サン木係止片、3は型枠下部係合部材、22,23は縦サン木係止片、4は足場受け部材、5は足場板、10は型枠、12は上端サン木、13は縦サン木である。 FIG. 1 shows a front view when the temporary scaffold for placing concrete according to the present invention is installed in a concrete formwork, and FIG. 2 is a side sectional view of the formwork provided with the temporary scaffold for placing concrete. The figure (A) which is, and the figure (B), (C), (D) which are the partial explanatory drawings are shown. Moreover, FIG. 3 is a figure which shows the attachment or detachment state of the formwork upper part engagement member, the formwork lower part engagement member, and a scaffold receiving member with respect to a vertical rod. 1 vertical rod, 2 mold upper engaging member 2 1 upper San Kigakaritomehen, 3 formwork lower engaging member, 2 2, 2 3 vertical San Kigakaritomehen, 4 receives scaffold Members 5 are scaffold plates, 10 is a formwork, 12 is an upper end sun tree, and 13 is a vertical sun tree.

施工部の底面(掘削し養生した地面等)に近接して配設された地中梁などの鉄筋の両側に配置された型枠の一方の型枠10に対し、任意の適当な数(実施例では2本)の両側の縦サン木13,13に沿うように一対の縦ロッド1,1を該型枠の上端サン木12に懸吊して各ロッドに足場受け部材4をそれぞれに付設せしめる(図1参照)。   Arbitrary appropriate number (implementation) for one formwork 10 of the formwork arranged on both sides of the reinforcing bar such as the underground beam arranged near the bottom of the construction part (excavated and cured ground, etc.) In the example, a pair of vertical rods 1 and 1 are suspended from the upper end sun wood 12 of the mold so as to extend along the vertical sun woods 13 and 13 on both sides, and a scaffold receiving member 4 is attached to each rod. (See FIG. 1).

型枠10では、図示しない鉄筋の両側に配置される型枠10,10が、それぞれの側面板11を対向せしめて配置されており、各型枠10の縦サン木13のそれぞれの外側には、上下の所定位置に各2本の横端太14,14が上下に取付けられている、また、該2本の横端太14,14の間に相当する上下位置で前記側面板11,11間にセパレータ26を上下に介在させて横端太14,14の外側からくさび27を用いた型枠締付具15により、対向する型枠10,10の両外側から型枠を締付け、型枠10,10の間隔を正確に保つようにしている(図2(A)参照)。   In the mold 10, molds 10, 10 arranged on both sides of a reinforcing bar (not shown) are arranged with their side plates 11 facing each other, and on the outer sides of the vertical sun trees 13 of each mold 10. Each of the two lateral end thicknesses 14 and 14 is attached to the upper and lower predetermined positions, and the side plates 11 and 11 are located at the corresponding vertical positions between the two lateral end thicknesses 14 and 14. The molds are clamped from both outer sides of the opposed molds 10 and 10 by the mold clamps 15 using the wedges 27 from the outside of the thick side edges 14 and 14 with the separators 26 interposed therebetween. The interval between 10 and 10 is accurately maintained (see FIG. 2A).

各縦ロッド1はパイプ製(42.7φ)で、その上端側面には、型枠上部の係合部材として、型枠上端サン木12上面に上方より係合して懸吊するための上端サン木係止片21とその下方で型枠の縦サン木13に側方より係合する縦サン木係止片22と、之等21,22の背後で縦ロッド側面に付設した連結具11と連結する連結具23とを、上端サン木係止片21は断面U字形の溝形鋼によりU字形の開口を下に向けて、縦サン木係止片22は断面が小形のU字形の溝型鋼によりU字形の開口を側方に向けて、それぞれ溶着により一体的に備え、且つ縦サン木係止片22は嵌挿した縦サン木13を係止するようにボルトで該縦サン木13を締付け可能に設けた型枠上部係合部材2が、各ロッド上部側面に付設した連結具11を介して縦ロッド1に上方より着脱自在に設けられている(図2(C)及び図3参照)。 Each vertical rod 1 is made of pipe (42.7φ), and an upper end sun tree for engaging and suspending the upper end side of the mold upper end tree 12 from above as an engaging member of the upper part of the form frame on the upper end side surface. engaging piece 2 1 and the vertical San Kigakaritomehen 2 2 which engages from the side in the longitudinal Sun tree 13 of the mold at its lower, this like 2 1, 2 2 of the connection which is attached to the vertical rod side behind a connector 2 3 for connecting the tool 1 1, the upper end San Kigakaritomehen 2 1 toward the bottom opening of the U-shaped by Channel steel U-shaped cross section, longitudinal San Kigakaritomehen 2 2 section as but toward the opening of the U-shaped laterally by a groove-type steel of small U-shaped, each comprising integrally by welding, and the vertical San Kigakaritomehen 2 2 for locking the vertical Miki 13 fitted a mold upper engaging member 2 which is provided to be tightened said longitudinal San tree 13 with bolts is provided detachably from above in the vertical rod 1 through the connector 1 1 which is attached to each rod upper side ( 2 (C) and FIG. 3).

また、各縦ロッド1の前記連結具11の下方のロッド側面には、型枠下部の係合部材として、型枠の縦サン木13に側方より係合する縦サン木係止片32と該係止片背後側にロッド側面の下方の連結具12と連結する連結具33とを縦サン木係止片32は断面が小型のU字形の溝型鋼によりU字形の開口を側方に向けて、それぞれ溶着により一体的に備え、且つ縦サン木係止片32は嵌挿した縦サン木13を係止するようにボルトで該縦サン木を締付可能に設けた型枠下部係合部材3が、各ロッド下部側面に付設した連結具12を介して縦ロッド1に着脱自在に設け等れている(図2(D)及び図3参照)。 Further, the rod side of the lower the connector 1 1 of the vertical rod 1, as the engaging member of the form bottom, vertical San Kigakaritomehen 3 which engages from the side in the longitudinal Miki 13 formwork 2 a vertical and a connector 3 3 for connecting the connector 1 2 below the rod side to the locking piece rear side San Kigakaritomehen 3 2 the cross section is U-shaped by grooved steel small U-shaped opening the towards the side, integrally includes by welding respectively, and vertical San Kigakaritomehen 3 2 by bolts to lock the vertical Miki 13 fitted provided said longitudinal Miki possible tightening and the mold lower engaging members 3 are such provided on the vertical rod 1 detachably via a connector 1 2 which is attached to each rod lower side (see FIG. 2 (D) and FIG. 3).

縦ロッド1の上部には型枠上部係合部材2の連結具23と連結する連結具11が筒状で設けられ、縦ロッド1の下部には型枠下部係合部材3の連結具33と係合する筒状の連結具12が設けられるとともに、縦ロッド1の上部の連結具11の背面には、足場板5を上部に載置支持するようにした足場受け部材4の内側端部の小ロッド41が嵌挿する足場受け部材支持筒13が、上下に所定距離をおいて溶着されており、足場受け部材の設置の高さを変えられるようになっている(図3参照)。 Connector 1 1 is the upper part of the vertical rod 1 is connected with the connector 2 3 formwork upper engagement member 2 is provided with a tubular, the lower portion of the vertical rod 1 formwork coupling of the lower engaging members 3 3 3 and with a tubular connecting member 1 2 which engage are provided in the upper part back of the connector 1 1 of the vertical rods 1, scaffold receiving member 4 so as to put support the scaffolding plate 5 to the upper is interpolated scaffold receiving member support cylinder 1 3 small rod 4 1 of the inner end portion is fitted, are welded at a predetermined distance vertically and is adapted to change the height of the installation of the scaffolding receiving member (See FIG. 3).

足場受け部材4は、型枠10の上端サン木12に間隔をおいて左右に懸吊した前記一対の縦ロッド1,1の前面の足場受け部材支持筒13,13にそれぞれ内側端部の前記小ロッド41を嵌挿するとともに、足場受け部材4の内側端部の小ロッド41の下方に位置して足場受け部材4を縦ロッド1に設置したとき、足場受け部材4上部で支持する足場板5の巾方向が水平になるように、水平断面が小形のV字形に開いた足場受け部材下部支持片42が縦ロッド1に当接するように設けられている(図2(B)参照)。 Scaffolding receiving member 4, the mold 10 upper San tree 12 on the front surface of the scaffold receiving member support cylinder 1 of the pair of vertical rods 1, 1 which is suspended from the left and right at intervals 3, 1, respectively 3 inner end wherein with interpolated fitting the small rod 4 1, when located in the small rod 4 1 below the inner end of the scaffold-receiving member 4 was installed scaffolding receiving member 4 in the vertical rod 1, scaffold receiving member 4 at the top of as the width direction of the scaffolding board 5 supporting is horizontal, and is provided so as member lower support piece 4 2 receives scaffolds horizontal cross section is opened in a V-shaped small abuts against the vertical rod 1 (Fig. 2 ( B)).

また、足場受け部材4の前記小ロッド41の反対側の足場板積載部の外側端部には、上方から手すり(図示せず)の端部ロッドを挿入できるように手すり用のパイプ43が設けられている。
これにより、型枠10の上端サン木12に懸吊した一対の縦ロッド1,1に付設した左右の足場受け部材4,4に足場板5を積載支持せしめるとき、足場板5は水平状態となり、且つ型枠に沿い左右両側板12,12に水平移動ができるようになる(図1参照)。
Further, the scaffold receiving member 4 on the outer end portion of the scaffold plate loading portion on the opposite side of the small rod 4 1, the pipe 4 3 for handrails to allow inserting the end rod of the handrail (not shown) from above Is provided.
As a result, when the scaffolding plate 5 is loaded and supported on the left and right scaffolding receiving members 4, 4 attached to the pair of vertical rods 1, 1 suspended from the upper end sun tree 12 of the formwork 10, the scaffolding plate 5 becomes horizontal. In addition, the left and right side plates 12 and 12 can be moved horizontally along the mold (see FIG. 1).

地中梁などのコンクリート梁体や室内の隔壁などのコンクリート壁体の構築作業において、型枠を設置してコンクリート材の投入其の他型枠の上側からのコンクリート打設作業を行う場合に不可欠な足場を、地面など施工面の状態に関係なく、従来より安定して設置でき、且つ、作業場所の移動も、資材を分解して、容易に運搬や足場設置の際の労力を軽減することができる。   In the construction work of concrete beams such as underground beams and concrete walls such as partition walls in the room, it is indispensable when placing a formwork and putting concrete material and performing concrete placing work from the other side of the formwork Can be installed more stably than before, regardless of the state of the construction surface such as the ground, and the work place can be moved easily by disassembling the materials and easily reducing labor during transportation and scaffold installation Can do.

本発明の「コンクリート打設用足場」を設置した型枠の正面図である。It is a front view of the formwork which installed the "scaffold for concrete placement" of this invention. コンクリート打設用仮設足場を設置した型枠の側部断面図(A)と、部分説明図(B)、(C)、(D)である。It is side sectional drawing (A) of a formwork which installed the temporary scaffold for concrete placement, and partial explanatory drawing (B), (C), (D). 縦ロッドに対する型枠上部係合部材、型枠下部係合部材、足場受け部材の着脱状態を示す図である。It is a figure which shows the attachment or detachment state of the formwork upper part engagement member with respect to a vertical rod, a formwork lower part engagement member, and a scaffold receiving member.

符号の説明Explanation of symbols

1……縦ロッド
11……連結具
12……連結具
13……足場受け部材支持筒
2……型枠上部係合部材
21……上端サン木係止片
22……縦サン木係止片
23……連結具
3……型枠下部係合部材
32……縦サン木係止片
33……連結具
4……足場受け部材
5……足場板
10…型枠
12…上端サン木
13…縦サン木
1 …… Vertical rod
1 1 ...... Connector
1 2 ...... Connector
1 3 ... Scaffold receiving member support tube 2 ... Formwork upper engagement member
2 1 …… Top wood locking piece
2 2 …… Vertical sun wood locking piece
2 3 …… Connector 3 …… Formwork lower part engagement member
3 2 …… Vertical sun wood locking piece
3 3 …… Connector 4 …… Scafness receiving member 5 …… Scaffolding plate 10… Formwork 12… Upper end wood 13… Vertical sun wood

Claims (4)

コンクリート梁体やコンクリート壁体の打設作業に使用するための仮設足場であって、任意間隔をおいてそれぞれ上下方向に延びる所定長の少くとも一対の縦ロッド1に対し、型枠の上端サン木上面に上方より係合する上端サン木係止片21と、その下方で型枠の縦サン木に側方より係合する縦サン木係止片22 と、之等係止片21、22の背後で縦ロッド側面に付設した連結具11と連結する連結具23とを一体的に備えた型枠上部係合部材2を、各ロッド上部側面に付設した連結具11を介して上方より嵌挿により着脱自在に設けるとともに、前記連結具11の下方のロッド側面には、該ロッド側面に付設した連結具12を介して、型枠の縦サン木に側方より係合する縦サン木係止片32と該係止片背後側にロッド側面の下方の連結具12と連結する連結具33とを一体的に備えた型枠下部係合部材3を、嵌挿により着脱自在に設け、前記上下の縦サン木係止片22、32をそれぞれボルトで縦サン木に固定可能に設ける一方、型枠係合部材2,3と反対方向に延びる足場受け部材4を、上部に足場板5を支持するごとく縦ロッド1側面に着脱自在に付設してなり、型枠の上端サン木に前記縦ロッドを懸吊して足場を設置するようにしたことを特徴とするコンクリート打設用仮設足場。 A temporary scaffold for use in placing a concrete beam or a concrete wall, the upper end sun of the formwork with respect to at least a pair of vertical rods 1 each having a predetermined length and extending vertically the upper San Kigakaritomehen 2 1 which engages from above the tree top, a vertical San Kigakaritomehen 2 2 which engages from the side in the longitudinal Sun wooden formwork at its lower, this such locking pieces 2 1 and 2 2 are connected to the vertical rod side face 1 1 and the connecting tool 2 3 to be connected to the upper part of the formwork upper engagement member 2 is attached to the upper side of each rod 1 together freely provided detachably by fitted from above through a 1, the rod side of the lower the connector 1 1, via the connector 1 2 which is attached to the rod side, the side in the longitudinal Sun wooden formwork a vertical San Kigakaritomehen 3 2 and connector 3 3 for connecting the connector 1 2 below the rod side to the locking piece back side that engages from person On the other hand, a lower part of the formwork engaging member 3 provided integrally is provided so as to be detachable by insertion, and the upper and lower vertical wood locking pieces 2 2 , 3 2 are respectively provided so as to be fixed to the vertical wood by bolts. The scaffold receiving member 4 extending in the direction opposite to the mold engaging members 2 and 3 is detachably attached to the side surface of the vertical rod 1 so as to support the scaffold plate 5 at the upper portion, A temporary scaffold for placing concrete, in which a vertical rod is suspended and a scaffold is installed. 上端サン木係止片21及び縦サン木係止片22、32は、それぞれ断面U字形で、上端サン木係止片21は下方が、縦サン木係止片22、32は側方がそれぞれ開口して、それぞれ上端サン木又は縦サン木を嵌挿可能にした請求項1記載のコンクリート打設用仮設足場。 Upper San Kigakaritomehen 2 1 and the longitudinal San Kigakaritomehen 2 2, 3 2, respectively U-shaped cross-section, the upper end San Kigakaritomehen 2 1 is lower, vertically San Kigakaritomehen 2 2, 3 2. A temporary scaffold for placing concrete according to claim 1, wherein each side has an opening at the side, and an upper end wood or a vertical sun wood can be inserted. 縦ロッド1側面に上下に付設した連結具11、12は、筒状又は棒状で上部、下部の型枠係合部材2,3の連結具23、33は前記連結具11、12と嵌合する棒状又は筒状である請求項1又は2記載のコンクリート打設用仮設足場。 Vertical rod 1 connector that attached to upper and lower sides 1 1, 1 2, upper in tubular or rod, connector 2 3, 3 3 the connector 1 1 of the lower mold engaging members 2 and 3, 1 2 and mating rod-like or tubular in a claim 1 or 2 concrete設用temporary scaffold according. 足場受け部材4の縦ロッド1への付設は、縦ロッド上下の所定位置に固着した足場受け部材支持筒13により、足場受け部材4の設置の高さを変更可能にした請求項1又は2又は3記載のコンクリート打設用仮設足場。 Attached to the vertical rod 1 of the scaffold receiving member 4, the vertical rod and below the predetermined position scaffold receiving member support cylinder 1 which is fixed to 3, the scaffold receives claim 1 allowed change the height of installation of the member 4 or 2 Or the temporary scaffold for concrete placement of 3 description.
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CN102561689A (en) * 2012-02-22 2012-07-11 中国二十二冶集团有限公司 Construction method for cantilever lifting scaffold
WO2022077892A1 (en) * 2020-10-16 2022-04-21 上海建工四建集团有限公司 Outer wall reinforcing device and method in building reconstruction

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CN112160505A (en) * 2020-10-26 2021-01-01 中国十七冶集团有限公司 Installation and implementation method of long-section reinforcement cage walking device of cast-in-situ bored pile

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Publication number Priority date Publication date Assignee Title
CN102561689A (en) * 2012-02-22 2012-07-11 中国二十二冶集团有限公司 Construction method for cantilever lifting scaffold
CN102561689B (en) * 2012-02-22 2014-10-29 中国二十二冶集团有限公司 Construction method for cantilever lifting scaffold
WO2022077892A1 (en) * 2020-10-16 2022-04-21 上海建工四建集团有限公司 Outer wall reinforcing device and method in building reconstruction

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