JP2015113696A - Fitting structure for concrete form separator - Google Patents

Fitting structure for concrete form separator Download PDF

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JP2015113696A
JP2015113696A JP2013259209A JP2013259209A JP2015113696A JP 2015113696 A JP2015113696 A JP 2015113696A JP 2013259209 A JP2013259209 A JP 2013259209A JP 2013259209 A JP2013259209 A JP 2013259209A JP 2015113696 A JP2015113696 A JP 2015113696A
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separator
formwork
wall
retaining wall
concrete form
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JP6261318B2 (en
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浩 藤野
Hiroshi Fujino
浩 藤野
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a fitting structure for a concrete form separator that helps curtailing the construction period and reducing the costs, when connecting the concrete form separator with an anchor that are fitted at different locations.SOLUTION: In a fitting structure for a concrete form separator, a plurality of anchors 3 fixed on an earth retaining wall A, and a plurality of concrete form separators 4 that retain a concrete form 1 for a wall body built adjacent to the earth retaining wall A, are fitted to position retaining components 8 installed between the earth retaining wall A and the concrete form 1. The position retaining component 8 is configured by juxtaposing a pair of guiding tubes that extend along the longitudinal direction of the earth retaining wall A, in such a manner to form a fitting groove along the longitudinal direction of the wall, between the facing surfaces of the guiding tubes. Each of the anchors 3 and the concrete form separators 4 is fitted at a prescribed location along the longitudinal direction of the fitting groove.

Description

山留壁に隣接状態で構築される壁体を形成するために、山留壁の内側に間隔を隔てて型枠を設置する必要がある。
本発明は、このような型枠を設置するために、山留壁に固定される複数のアンカーと、型枠を保持する複数の型枠用セパレータとが、前記山留壁と前記型枠との間に配設した位置保持部材に取り付けられている型枠用セパレータの取付け構造に関する。
In order to form a wall body constructed adjacent to the mountain retaining wall, it is necessary to install a formwork with a space inside the mountain retaining wall.
In order to install such a formwork, the present invention provides a plurality of anchors fixed to the retaining wall, and a plurality of formwork separators holding the formwork, wherein the retaining wall and the formwork It is related with the attachment structure of the separator for a formwork attached to the position holding member arrange | positioned between.

特許文献1には、山留壁(土留め壁)に隣接する壁体を構築するために、外側型枠として機能させる山留壁と、山留壁の内面側に設置した内側型枠との間にコンクリートを打設するための型枠用セパレータの取付け構造が開示されている。   Patent Document 1 includes a mountain retaining wall that functions as an outer mold frame and an inner mold frame installed on the inner surface side of the mountain retaining wall in order to construct a wall body adjacent to the mountain retaining wall (earth retaining wall). A mounting structure for a mold separator for placing concrete in between is disclosed.

この型枠用セパレータの取付け構造は、山留壁に固定された複数のアンカーの夫々と、内側型枠を保持する複数の型枠用セパレータの夫々とを互いに連結して、山留壁と内側型枠との間にコンクリートの打設空間を設けてある。   This formwork separator mounting structure is formed by connecting each of a plurality of anchors fixed to the retaining wall and each of a plurality of formwork separators holding the inner formwork to each other. A concrete placement space is provided between the mold and the formwork.

そして、隣り合うアンカーどうしの間の位置に配置された型枠用セパレータをアンカーに連結するために、位置保持部材として機能する位置保持用形鋼を隣り合うアンカーに亘って取り付けておき、この形鋼に型枠用セパレータをボルトで取り付けることによって、型枠用セパレータを位置保持用形鋼を介してアンカーに連結してある。   And in order to connect the separator for a formwork arranged at a position between adjacent anchors to the anchor, a position holding shape steel functioning as a position holding member is attached across the adjacent anchors, The formwork separator is connected to the anchor via the position holding shape steel by attaching the formwork separator to the steel with a bolt.

位置保持用形鋼には、型枠用セパレータをボルトで取り付けるためのボルト孔を予め貫通形成してあり、形鋼のアンカーに対する取付誤差が生じていても型枠用セパレータを確実に取り付けることができるように、ボルト孔を形鋼の長手方向に沿って長い長孔に形成してある。   Bolt holes for attaching the formwork separator with bolts are pre-formed in the position holding shape steel so that the formwork separator can be securely attached even if there is an error in the attachment of the shape steel anchor. In order to be able to do so, the bolt hole is formed into a long hole along the longitudinal direction of the section steel.

つまり、上記従来技術では、型枠用セパレータの位置が隣り合うアンカーどうしの間の位置などのアンカーの位置と異なる場合に、その型枠用セパレータをアンカーに連結するために、ボルト孔を形成してある位置保持用形鋼を位置保持部材として設けてある。   That is, in the above prior art, when the position of the formwork separator is different from the position of the anchor such as the position between adjacent anchors, a bolt hole is formed to connect the formwork separator to the anchor. The position holding shape steel is provided as a position holding member.

特開2003−3472号公報JP 2003-3472 A

上述のように、従来の型枠用セパレータの取付け構造では、取付位置が互いに異なる型枠用セパレータとアンカーとを連結するために設ける位置保持部材を、ボルト孔が型枠用セパレータの取付ピッチに応じたピッチで予め形成された形鋼で構成する必要がある。   As described above, in the conventional mounting structure of the mold separator, the position holding member provided for connecting the mold separator and the anchor, which have different mounting positions, is provided with bolt holes at the mounting pitch of the mold separator. It is necessary to make up a shape steel formed in advance at a corresponding pitch.

このため、型枠用セパレータの取付ピッチが壁体の構築現場毎に異なる場合は、その構築現場毎に、型枠用セパレータの取付ピッチに応じたピッチでボルト孔が予め貫通形成された位置保持部材を用いて内側型枠を取付る必要がある。
したがって、構築現場に応じたピッチでボルト孔が形成された位置保持部材を準備しなければならず、工期の短縮や工費の抑制を図り難いおそれがある。
For this reason, if the mounting pitch of the formwork separator is different for each construction site of the wall body, the position of the bolt holes penetrating in advance at a pitch corresponding to the mounting pitch of the formwork separator is set for each construction site. It is necessary to attach the inner mold using a member.
Therefore, it is necessary to prepare a position holding member in which bolt holes are formed at a pitch corresponding to the construction site, and there is a possibility that it is difficult to shorten the construction period and to suppress the construction cost.

本発明は上記実情に鑑みてなされたものであって、取付位置が互いに異なる型枠用セパレータとアンカーとを連結する場合に、工期の短縮や工費の抑制を図り易い型枠用セパレータの取付け構造を提供することを目的とする。   The present invention has been made in view of the above circumstances, and when a mold separator and an anchor having different mounting positions are connected to each other, a mounting structure for a mold separator that can easily shorten the construction period and reduce the construction cost. The purpose is to provide.

本発明による型枠用セパレータの取付け構造の特徴構成は、山留壁に固定される複数のアンカーと、前記山留壁に隣接状態で設置される壁体を形成するための型枠を保持する複数の型枠用セパレータとが、前記山留壁と前記型枠との間に配設した位置保持部材に取り付けられている型枠用セパレータの取付け構造であって、前記位置保持部材が、前記山留壁の壁長手方向に沿って延びる一対のガイド管を、両ガイド管どうしの対向面間に前記壁長手方向に沿って延びる取付け溝を形成する状態で並設して構成され、前記アンカーおよび前記型枠セパレータの各々が前記取付け溝の溝長手方向の所定位置に取付けられている点にある。   The characteristic structure of the mounting structure of the separator for formwork according to the present invention is to hold a formwork for forming a plurality of anchors fixed to the mountain retaining wall and a wall body installed adjacent to the mountain retaining wall. A plurality of formwork separators is a formwork separator attachment structure attached to a position holding member disposed between the mountain retaining wall and the formwork, wherein the position holding member is A pair of guide tubes extending along the longitudinal direction of the wall of the retaining wall are arranged side by side in a state in which a mounting groove extending along the longitudinal direction of the wall is formed between the opposing surfaces of the two guide tubes. And each of the said formwork separator exists in the point attached to the predetermined position of the groove | channel longitudinal direction of the said attachment groove | channel.

本構成の型枠用セパレータの取付け構造は、位置保持部材が、山留壁の壁長手方向に沿って延びる一対のガイド管を、両ガイド管どうしの対向面間に壁長手方向に沿って延びる取付け溝を形成する状態で並設して構成されている。
このため、入手し易い一対のガイド管を用いて、アンカーと型枠用セパレータの取付け溝を有する位置保持部材を簡便に設置することができる。
In the mounting structure of the separator for formwork of this configuration, the position holding member extends along the wall longitudinal direction between the opposing surfaces of the two guide tubes, and the pair of guide tubes extending along the wall longitudinal direction of the mountain retaining wall. The mounting grooves are formed side by side in a state where they are formed.
For this reason, the position holding member which has the attachment groove | channel of an anchor and the separator for a formwork can be simply installed using a pair of guide tube which is easy to obtain.

また、アンカーおよび型枠セパレータの各々が、両ガイド管どうしの対向面間に形成された取付け溝の溝長手方向の所定位置に取付けられている。
このため、夫々の取付ピッチに応じた位置で取付け溝に取り付けたアンカーと型枠セパレータとを位置保持部材を介して連結することができる。
In addition, each of the anchor and the formwork separator is attached to a predetermined position in the groove longitudinal direction of the attachment groove formed between the opposing surfaces of the two guide tubes.
For this reason, the anchor attached to the attachment groove at the position corresponding to each attachment pitch and the formwork separator can be connected via the position holding member.

したがって、本構成の型枠用セパレータの取付け構造であれば、取付位置が互いに異なる型枠用セパレータとアンカーとを連結する場合に、型枠用セパレータの取付ピッチが壁体の構築現場毎に異なる場合でも、同じ位置保持部材を設置して型枠を取り付けることができるので、工期の短縮や工費の抑制を図り易い。   Therefore, in the case of the structure for mounting the formwork separator of this configuration, when the formwork separator and the anchor having different mounting positions are connected, the mounting pitch of the formwork separator is different for each construction site of the wall. Even in this case, since the same position holding member can be installed and the formwork can be attached, it is easy to shorten the construction period and reduce the construction cost.

本発明の他の特徴構成は、前記壁体を形成するための打ち込みコンクリートの上端ラインよりも高い位置に前記一対のガイド管が配設されている点にある。   Another characteristic configuration of the present invention is that the pair of guide tubes are disposed at a position higher than the upper end line of the driven concrete for forming the wall body.

本構成であれば、打ち込みコンクリートが位置保持部材にかぶらないので、コンクリートの養生後は、その位置保持部材を型枠から外して再利用することができ、工期の短縮や工費の抑制を一層図り易い。   With this configuration, the cast-in concrete does not hang over the position holding member, so after the concrete is cured, the position holding member can be removed from the formwork and reused, further shortening the construction period and reducing the construction cost. easy.

本発明の他の特徴構成は、前記ガイド管が角パイプから構成されている点にある。   Another feature of the present invention is that the guide tube is formed of a square pipe.

本構成であれば、角パイプの一辺を形成している板面どうしを互いに対向させて、その対向面間に深さが深い取付け溝を形成することができる。
このため、取付け溝に入り込ませたアンカーおよび型枠セパレータの姿勢を安定させて、山留壁と型枠との間隔を精度よく維持することができる。
With this configuration, the plate surfaces forming one side of the square pipe can be opposed to each other, and an attachment groove having a deep depth can be formed between the opposed surfaces.
For this reason, the attitude | position of the anchor and formwork separator which were entered in the attachment groove | channel can be stabilized, and the space | interval of a mountain retaining wall and a formwork can be maintained with a sufficient precision.

山留壁に隣接状態で構築された壁体を示す断面図である。It is sectional drawing which shows the wall body constructed | assembled in the state adjacent to the mountain wall. 型枠用セパレータの取付け構造を示す側面図である。It is a side view which shows the attachment structure of the separator for formwork. 型枠用セパレータの取付け構造を示す平面図である。It is a top view which shows the attachment structure of the separator for formwork. 図3におけるIV−IV線矢視図である。It is the IV-IV arrow directional view in FIG. 図3におけるV−V線矢視図である。It is the VV arrow directional view in FIG. 図3におけるVI−VI線矢視図である。It is the VI-VI line arrow directional view in FIG. 図3におけるVII −VII 線断面図である。It is the VII-VII sectional view taken on the line in FIG.

以下に本発明の実施の形態を図面に基づいて説明する。
本発明による型枠用セパレータの取付け構造(以下、セパレータ取付け構造という。)は、図1に示すように、地盤Gを掘削して設置してあるコンクリート製の山留壁Aの内側に鉄筋コンクリート製の壁Bを隣接状態で一体に構築するために設けられている。
Embodiments of the present invention will be described below with reference to the drawings.
As shown in FIG. 1, a mounting structure for a separator for formwork according to the present invention (hereinafter referred to as a separator mounting structure) is made of reinforced concrete inside a concrete retaining wall A which is excavated and installed in the ground G. The wall B is provided in order to construct the wall B in an adjacent state.

壁Bは、基礎コンクリートCの上部に、下部壁体B1と中間壁体B2と上部壁体B3とを順に打ち継ぐことにより構築され、これらの壁体B1,B2,B3の構築工程の夫々に対応して本発明によるセパレータ取付け構造が設けられる。   The wall B is constructed by passing the lower wall body B1, the intermediate wall body B2 and the upper wall body B3 in order on the upper part of the foundation concrete C, and in each of the construction processes of these wall bodies B1, B2, B3. Correspondingly, a separator mounting structure according to the present invention is provided.

図2〜図7は、基礎コンクリートCの上部に下部壁体B1を形成するための鋼製型枠1を保持してあるセパレータ取付け構造を示す。
このセパレータ取付け構造は、図2,図3に示すように、鋼製型枠1と山留壁Aとの間に壁体形成用コンクリートの打設空間2を形成するために、型枠1を山留壁Aに対して所定間隔で保持する複数の鋼製アンカー3および複数の鋼製型枠用セパレータ(以下、セパレータという。)4とを設けてある。
2-7 shows the separator attachment structure which hold | maintains the steel formwork 1 for forming the lower wall body B1 in the upper part of the foundation concrete C. FIG.
As shown in FIGS. 2 and 3, this separator mounting structure is provided with a mold 1 for forming a wall-forming concrete placement space 2 between a steel mold 1 and a mountain retaining wall A. A plurality of steel anchors 3 and a plurality of steel mold separators (hereinafter referred to as separators) 4 that are held at predetermined intervals with respect to the mountain retaining wall A are provided.

型枠1は、内部がフレーム部材などで補強された箱状に形成してある。型枠1の下端部は基礎コンクリートCに埋設したアンカー部材5にネジなどで着脱自在に固定して支持してあり、型枠1の上端部が本発明によるセパレータ取付け構造によって支持される。   The mold 1 is formed in a box shape whose inside is reinforced with a frame member or the like. The lower end portion of the mold 1 is fixed to and supported by an anchor member 5 embedded in the foundation concrete C with a screw or the like, and the upper end of the mold 1 is supported by the separator mounting structure according to the present invention.

山留壁Aには、一方のフランジ面6aを内側に露出させた複数のH形鋼6が上下方向に沿う縦姿勢で水平方向に沿った一定ピッチで埋設され、各フランジ面6aには、山形鋼で構成したアンカー固定用の受け具7が溶接固定されている。   A plurality of H-section steels 6 with one flange surface 6a exposed to the inside are buried in the mountain retaining wall A in a vertical posture along the vertical direction at a constant pitch along the horizontal direction. An anchor fixing receiver 7 made of angle steel is fixed by welding.

各アンカー3はボルトで構成され、図5に示すように、受け具7に溶接固定したナット部材7aに着脱自在にねじ込んで、H形鋼6の一定高さ位置にH形鋼6と同じ一定ピッチP1で山留壁Aに固定されている。   Each anchor 3 is composed of a bolt, and as shown in FIG. 5, the anchor 3 is detachably screwed into a nut member 7 a welded and fixed to a receiver 7, and is fixed at the same height as the H-section steel 6 at a constant height position. It is fixed to the mountain retaining wall A with a pitch P1.

各セパレータ4はボルトで構成され、図2に示すように、型枠1に設けてあるナット部材1aに着脱自在にねじ込んで、アンカー3とは異なる水平方向に沿った一定ピッチP2で型枠1に固定されている。   Each separator 4 is composed of a bolt, and as shown in FIG. 2, the separator 4 is detachably screwed into a nut member 1 a provided on the mold 1, and is formed at a constant pitch P 2 along a horizontal direction different from the anchor 3. It is fixed to.

アンカー3とセパレータ4の夫々は、山留壁Aと型枠1との間に配設した共通の位置保持部材8に着脱自在に取り付けて、位置保持部材8を介して互いに連結されている。   Each of the anchor 3 and the separator 4 is detachably attached to a common position holding member 8 disposed between the mountain retaining wall A and the mold 1 and is connected to each other via the position holding member 8.

位置保持部材8は、図4〜図7に示すように、山留壁Aの壁長手方向に沿って延びる上下一対のガイド管9を、両ガイド管9どうしの対向面間に壁長手方向に沿って延びる取付け溝10を形成する状態で並設して構成されている。
両ガイド管9は、断面形状が四角形の角パイプで構成されている。
As shown in FIGS. 4 to 7, the position holding member 8 has a pair of upper and lower guide tubes 9 extending along the wall longitudinal direction of the mountain retaining wall A in the wall longitudinal direction between the opposing surfaces of both guide tubes 9. The mounting grooves 10 extending along the line are formed in parallel.
Both guide tubes 9 are constituted by square pipes having a square cross-sectional shape.

取付け溝10は、ガイド管9の一辺を形成している板面どうしを間隔を隔てて互いに対向させるとともに、図7に示すように、それらの板面の間に挟み込んだスペーサ部材11を溶接固定して、溝深さ方向の両側が水平方向に向けて開口するスリット状に形成してある。   The mounting groove 10 makes the plate surfaces forming one side of the guide tube 9 face each other with a gap, and as shown in FIG. 7, the spacer member 11 sandwiched between the plate surfaces is fixed by welding. And it forms in the slit shape which the both sides of a groove depth direction open toward a horizontal direction.

図2に示すように、アンカー3とセパレータ4および一対のガイド管(位置保持部材8)9は、下部壁体B1を形成するための打ち込みコンクリート12の上端ラインLよりも高い位置に配設されている。   As shown in FIG. 2, the anchor 3, the separator 4, and the pair of guide pipes (position holding members 8) 9 are disposed at a position higher than the upper end line L of the driven concrete 12 for forming the lower wall body B <b> 1. ing.

各アンカー3は、アンカー用の一定ピッチPで取付け溝10に挿通して、取付け溝10の溝長手方向の所定位置に取付けられている。
アンカー3は、図5に示すように、一対のガイド管9をワッシャ3aを介して挟むようにアンカー3にねじ込んである一対のナット部材3bで位置保持部材8に着脱自在に固定してある。
Each anchor 3 is inserted into the mounting groove 10 at a fixed pitch P for anchoring, and is attached to a predetermined position in the groove longitudinal direction of the mounting groove 10.
As shown in FIG. 5, the anchor 3 is detachably fixed to the position holding member 8 with a pair of nut members 3b screwed into the anchor 3 so as to sandwich the pair of guide tubes 9 via the washers 3a.

各セパレータ4は、セパレータ用の一定ピッチP2で取付け溝10に挿通して、取付け溝10の溝長手方向の所定位置に取付けられている。
セパレータ4は、図6に示すように、一対のガイド管をワッシャ4aを介して挟むようにアンカー3にねじ込んである一対のナット部材4bで位置保持部材8に着脱自在に固定してある。
Each separator 4 is inserted into the attachment groove 10 at a constant pitch P2 for the separator, and is attached to a predetermined position in the groove longitudinal direction of the attachment groove 10.
As shown in FIG. 6, the separator 4 is detachably fixed to the position holding member 8 with a pair of nut members 4b screwed into the anchor 3 so as to sandwich a pair of guide tubes via a washer 4a.

そして、図2に示すように、山留壁Aと型枠1との間に形成した打設空間2に、鉄筋カゴ13や、中間壁体B2を構築する際の型枠1の下部を支持するために使用するアンカー部材5などを位置保持して、その打設空間2にコンクリート12を打設することにより、図1に示すように下部壁体B1が構築される。   And as shown in FIG. 2, the lower part of the formwork 1 at the time of constructing the reinforcing steel basket 13 and the intermediate wall body B2 is supported in the placement space 2 formed between the mountain retaining wall A and the formwork 1 As shown in FIG. 1, the lower wall body B1 is constructed by holding the anchor member 5 and the like used for the position and placing concrete 12 in the placement space 2.

下部壁体B1の構築後は、図示しないが、型枠1やアンカー3、セパレータ4、位置保持部材8などを撤去して、中間壁体B2および上部壁体B3を構築するための同様のセパレータ取付け構造を設置する。   After the construction of the lower wall body B1, although not shown, the same separator for constructing the intermediate wall body B2 and the upper wall body B3 by removing the mold 1, the anchor 3, the separator 4, the position holding member 8 and the like. Install the mounting structure.

〔その他の実施形態〕
1.本発明による型枠用セパレータの取付け構造は、型枠の上下方向における複数位置を支持するために、各支持位置に対応してアンカー、型枠用セパレータ、位置保持部材などを設置してあってももよい。
2.本発明による型枠用セパレータの取付け構造は、位置保持部材を構成する一対のガイド管の双方または一方が丸パイプで構成されていてもよい。
3.本発明による型枠用セパレータの取付け構造は、アンカーや型枠用セパレータの夫々が不規則なピッチで位置保持部材に取り付けられていてもよい。
4.本発明による型枠用セパレータの取付け構造は、鋼矢板などの金属製板材で一連に構成された山留壁に壁体を隣接状態で構築するために設置するものであってもよい。
5.本発明による型枠用セパレータの取付け構造は、山留壁に対して一体接合されない壁体を山留壁に隣接状態で構築するために設置するものであってもよい。
[Other Embodiments]
1. The mounting structure of the mold separator according to the present invention includes an anchor, a mold separator, a position holding member, etc. corresponding to each support position in order to support a plurality of positions in the vertical direction of the mold. Also good.
2. In the mounting structure of the separator for formwork according to the present invention, both or one of the pair of guide tubes constituting the position holding member may be formed of a round pipe.
3. In the attachment structure of the mold separator according to the present invention, each of the anchor and the mold separator may be attached to the position holding member at an irregular pitch.
4). The attachment structure of the separator for formwork by this invention may be installed in order to construct | assemble a wall body in the adjacent state in the mountain retaining wall comprised in series by metal plate materials, such as a steel sheet pile.
5. The mounting structure of the separator for formwork according to the present invention may be installed to construct a wall body that is not integrally joined to the mountain retaining wall in a state adjacent to the mountain retaining wall.

1 型枠
3 アンカー
4 型枠用セパレータ
8 位置保持部材
9 ガイド管
10 取付け溝
12 打ち込みコンクリート
A 山留壁
B1,B2,B3 壁体
L 上端ライン
DESCRIPTION OF SYMBOLS 1 Formwork 3 Anchor 4 Formwork separator 8 Position holding member 9 Guide pipe 10 Mounting groove 12 Drive-in concrete A Yamadome wall B1, B2, B3 Wall body L Upper end line

Claims (3)

山留壁に固定される複数のアンカーと、前記山留壁に隣接状態で構築される壁体を形成するための型枠を保持する複数の型枠用セパレータとが、前記山留壁と前記型枠との間に配設した位置保持部材に取り付けられている型枠用セパレータの取付け構造であって、
前記位置保持部材が、前記山留壁の壁長手方向に沿って延びる一対のガイド管を、両ガイド管どうしの対向面間に前記壁長手方向に沿って延びる取付け溝を形成する状態で並設して構成され、
前記アンカーおよび前記型枠セパレータの各々が前記取付け溝の溝長手方向の所定位置に取付けられている型枠用セパレータの取付け構造。
A plurality of anchors fixed to the mountain retaining wall, and a plurality of formwork separators for holding a formwork for forming a wall body constructed adjacent to the mountain retaining wall, the mountain retaining wall and the A mounting structure for a separator for a mold that is attached to a position holding member disposed between the mold and
The position holding member is provided with a pair of guide tubes extending along the longitudinal direction of the wall of the mountain retaining wall in a state in which a mounting groove extending along the longitudinal direction of the wall is formed between opposing surfaces of the guide tubes. Configured,
A mounting structure for a mold separator, wherein each of the anchor and the mold separator is mounted at a predetermined position in the groove longitudinal direction of the mounting groove.
前記壁体を形成するための打ち込みコンクリートの上端ラインよりも高い位置に前記一対のガイド管が配設されている請求項1記載の型枠用セパレータの取付け構造。   The mounting structure of the separator for formwork of Claim 1 by which the said pair of guide pipe is arrange | positioned in the position higher than the upper end line of the placing concrete for forming the said wall body. 前記ガイド管が角パイプから構成されている請求項1又は2記載の型枠用セパレータの取付け構造。   The mounting structure of the separator for formwork of Claim 1 or 2 with which the said guide pipe is comprised from the square pipe.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS493149Y1 (en) * 1969-11-29 1974-01-25
US4145024A (en) * 1977-10-27 1979-03-20 Ward Edward B Form for reinforced concrete wall
JPS58172657U (en) * 1982-05-15 1983-11-18 鈴木工業株式会社 Concrete formwork clamping rod tightening tool
JPH11256821A (en) * 1997-11-27 1999-09-21 Nakamura Doboku Kk Form framework structure
JP2001329546A (en) * 2000-05-23 2001-11-30 Okabe Co Ltd Separator mounting structure of underground external wall

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS493149Y1 (en) * 1969-11-29 1974-01-25
US4145024A (en) * 1977-10-27 1979-03-20 Ward Edward B Form for reinforced concrete wall
JPS58172657U (en) * 1982-05-15 1983-11-18 鈴木工業株式会社 Concrete formwork clamping rod tightening tool
JPH11256821A (en) * 1997-11-27 1999-09-21 Nakamura Doboku Kk Form framework structure
JP2001329546A (en) * 2000-05-23 2001-11-30 Okabe Co Ltd Separator mounting structure of underground external wall

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