JP2004052223A - Mounting device of spacer for reinforcing bar work - Google Patents

Mounting device of spacer for reinforcing bar work Download PDF

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Publication number
JP2004052223A
JP2004052223A JP2002206577A JP2002206577A JP2004052223A JP 2004052223 A JP2004052223 A JP 2004052223A JP 2002206577 A JP2002206577 A JP 2002206577A JP 2002206577 A JP2002206577 A JP 2002206577A JP 2004052223 A JP2004052223 A JP 2004052223A
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JP
Japan
Prior art keywords
spacer
holder
support rod
mounting device
locking hole
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JP2002206577A
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Japanese (ja)
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JP4020303B2 (en
Inventor
Takumi Matsushita
松下 巧
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TAKUMI KENKO KK
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TAKUMI KENKO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To reduce the sorts of spacer by mounting the spacer to the inside of form panels through a supporting bar and, at the same time, to facilitate the mounting of the spacer. <P>SOLUTION: A plastic-made holder (23) formed in the shape of an inward contracted and truncated cone is provided to the inside of the form panels (21a and 21b), the metal supporting bar (24) is inward projected to the axial center section on the inside end of the holder (23) and is detachably provided, it is formed in a predetermined thickness of a mortar or a concrete, a block-shaped spacer (30) forming a locking hole (31) passing through in the direction of the thickness is provided, and the spacer (30) is fittingly locked to the supporting bar (24) through the locking hole (31) and, at the same time, it is abutted or approached to the holder (23). <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、鉄筋と型枠との間にかぶり間隙を形成する鉄筋工事用スペーサの取付け装置に関するものである。
【0002】
【従来の技術】
従来は、図14に示すようになっていた。図14において、1は鉄筋であり、多数の縦筋2及び横筋3を所定の間隔をおいて縦横に組み付けてなる。5は上記鉄筋1の外側に組み付けた型枠であり、その型枠パネル6の位置は最外側に位置する縦筋2及び又は横筋3に対して所定のかぶり間隙S(S1〜S2)を保持して組み付けられる。上記かぶり間隙Sは、鉄筋の太さ、使用場所等によって所定値に規定されている。
【0003】
10はモルタル製のスペーサであり、最外側の横筋3(又は縦筋2)に取り付けて上記型枠5のかぶり間隙Sを保持するようになっている。即ち、図14、図15に示すように、軸心からの各辺の距離が異なる偏平な8角形状に形成するとともに、1つ置きの3個の第1辺10a,第2辺10b、及び第2辺10cを円弧状に凹ませて三種類のかぶり間隙S1〜S3を有する当接辺とし、第1辺10aの反対側の辺から軸心部まで延びる嵌合孔11を形成し、該嵌合孔11の内深部に板ばね製のクリップ12を嵌合させてなる。
【0004】
そして、例えば左部の型枠5aにかぶり間隙S1を保持させる際には、上記嵌合孔11、クリップ12を介して左外側の横筋3(又は縦筋2)に嵌合係止するとともに、その第1辺10aを上記左部の型枠5a方向に向ける。また、右部の型枠5bにかぶり間隙S2を保持させる際には、上記嵌合孔11、クリップ12を介して右外側の横筋3(又は縦筋2)に嵌合係止するとともに、その第2辺10bを上記右部の型枠5b方向に向ける。
【0005】
【発明が解決しようとする課題】
上記従来のものは、スペーサ10を鉄筋1側に取付けるようにしていたので、鉄筋1の太さの種類が多いことから、該スペーサ10を多種類用意する必要があった。また、縦横に込み付けた鉄筋1にスペーサ10を取り付けるため、この取付け作業に手数を要する。特にスペーサ10の面積当たりの取付け個数、例えば1平方メートル当たり2個という規定を達成するために、鉄筋1の間隔を考慮せねばならず、該鉄筋1の間隔が構造物の種類、鉄筋の太さ等によって種々異なることから、スペーサ10の取付けに手数を要するとともに心労を要することになる。また、板状のスペーサ10を鉄筋1に取付け、その外周の辺でかぶり間隙Sを得るようにしていたので、スペーサ10の径が大きくなって重くなるものであった。本発明は上記不具合を解消した新規な鉄筋工事用スペーサの取付け装置を得ることを目的とする。
【0006】
【課題を解決するための手段】
本発明は、上記目的を達成するために以下の如く構成したものである。即ち、請求項1に係る発明は、型枠パネルの内面に内方が縮小する円錐台型に形成されたプラスチック製のホルダを設け、該ホルダの内端側軸心部に金属製の支持棒を内方に突出させて着脱可能に設け、モルタル又はコンクリートにより所定の厚さに形成され、かつ厚さ方向に貫通する係止孔が形成されたブロック状のスペーサを設け、該スペーサをその係止孔を介して前記支持棒に嵌合係止するとともに前記ホルダに当接又は接近させる構成にしたものである。
また、請求項2に係る発明は、前記スペーサの係止孔は、該スペーサの外周端から内周方向に延出した後、横方向に屈曲する鉤形のスリットとしたものである。また、請求項3に係る発明は、前記スペーサの厚さ方向一端側にホルダが嵌合する凹部を設けたものである。また、請求項4に係る発明は、前記支持棒に金属により非円形又は棒状に形成した抵抗体を交叉させて固定したものである。
【0007】
【発明の実施の形態】
以下本発明の実施の形態を図面に基いて説明する。図面において、図1は本発明の第1実施例を示す断面図、図2は図1のII−II断面図、図3はスペーサの斜視図、図4は円形スペーサを示す図2相当の断面図、図5は円形スペーサの斜視図、図6は支持棒の第2例を示す側断面図、図7は支持棒の第3例を示す側断面図、図8はホルダの嵌合凹部を有するスペーサ及びその組み付け状態を示す断面図、図9は本発明の第2実施例を示す断面図、図10は角形スペーサの第2例を示す正面図、図11は図10による角形スペーサの係止状態を示す正面図、図12は円形スペーサの第2例を示す正面図、図13は図12による円形スペーサの係止状態を示す正面図である。
【0008】
図1において、15は鉄筋であり、前述と同様に多数の縦筋16及び横筋17を所定の間隔をおいて縦横に組み付けてなる。20(20a,20b)は上記鉄筋1の外側に組み付けた型枠であり、その型枠パネル21a,21bは、スペーサ30により最外側に位置する縦筋16及び又は横筋17に対して所定のかぶり間隙S(S1〜S2)が保持され、左右の型枠20a,20bはこの状態でセパレータ22により互いに連結されている。
【0009】
上記スペーサ30は図2、図3に示すように、モルタル又はコンクリートにより、横幅W1及び縦幅W2が50〜70mm、厚さT1が10〜50となる偏平な直方体状に形成し、中心部に直径D1が9〜10.5mmとなる係止孔31を厚さ方向に貫通形成してなる。この場合、上記係止孔31は中心点(重心)に対して所定の1個の角部方向に約3mm偏倚H1させ、後述する支持棒24に支持された際に、自重により所定の角部が下方に向くようにし、型枠20内にコンクリーを充填した際にスペーサ30の下部に気泡、レイタンス等が発生しないようにする。
【0010】
本例では、上記スペーサ30の厚さTは、10mm,15mm,20mm,30mm,50mmの5種類とし、横幅W1、縦幅W2の種類、及び係止孔31の径D1の種類は、後述する支持棒24の径7.5mm,9mmの種類に合わせて2種類、即ち、支持棒24の径が7.5mmの場合は、横幅W1、縦幅W2は共に50mm、係止孔31の径D1は9mmとし、支持棒24の径が9mmの場合は、横幅W1、縦幅W2は共に70mm、係止孔31の径D1は10.5mmとする。なお、上記横幅W1、縦幅W2、及び係止孔31の径D1の種類は大径側の支持棒24の径に対応させて1種類にしてもよい。
【0011】
上記スペーサ30は、型枠20に取り付けたセパレータ22、あるいは支持具35を介して該型枠20の内面側に取り付ける。上記セパレータ22は、左右の型枠20a,20bを堅固に連結する箇所、例えば各型枠20a,20bの4隅部に取り付けられるもので、大径側軸心部におねじを有し、小径側軸心部にめねじを有する円錐台型のプラスチック製のホルダ(プラスチックコーン)23、及び該ホルダ23のめねじにねじ連結される連結棒(支持棒)24を有し、上記ホルダ23の大径側を各型枠パネル21a,21bの内面側に当接させてそのおねじを各型枠パネル21a,21bの外側に突出させ、該おねじにナット又はフレーム25に係止したねじ棒26を螺合させ、また、左右のホルダ23の小径側のめねじに上記連結棒24を螺合させることにより、左右の型枠20a,20bを互いに連結するようになっている。
【0012】
そして、上記セパレータ22にスペーサ30を取り付ける場合は、上記ねじ棒26の左右端部に所定厚さのスペーサ30a,30bを嵌合させ、各スペーサ30a,30bを各ホルダ23と最外側の鉄筋15、本例では最外側の縦筋16間に介装させ、この状態でねじ棒26の一端側、例えば左端部を左部のホルダ23に螺合させ、次いで該ねじ棒26の右端部に右部のホルダ23を螺合させる。この場合、かぶり間隙が1個のスペーサ30bで不足する場合は、図1の右部で示すように、2枚のスペーサ30b,30cにより所定のかぶり間隙S2を得るようにする。
【0013】
図4、図5はスペーサ30の第2例を示す、図4、図5において、30−1は外周を円形にした円形スペーサであり、中心部に厚さ方向に貫通する係止孔31−1を有する。上記円形スペーサ30−1は、その外径D2が60〜80mm、係止孔31−1の内径D3が9〜10.5mm、厚さT2が10〜50mmとなっている。本例では、上記円形スペーサ30−1の厚さTは、10mm,15mm,20mm,30mm,50mmの5種類とし、外径D2及び内径D3の種類は、支持棒24の径7.5mm,9mmの種類に合わせて2種類、即ち、支持棒24の径が7.5mmの場合は、外径D2は60mm、内径D3は9mmとし、支持棒24の径が9mmの場合は、外径D2は80mm、内径D3は10.5mmとする。なお、上記該径D2、内径D3の種類は大径側の支持棒24の径に対応させて1種類にしてもよい。
【0014】
図6、図7はスペーサ30をセパレータ22から離れた部位の型枠20に取り付けるための支持具を示す。即ち、図6の支持具35は、鋼棒を所定長さに切断した直線状の支持棒36を形成し、該支持棒36の左端部に正方形状に切断した鋼板製の抵抗体37を嵌合させて溶接固定し、該抵抗体37から左方に突出した支持棒36の左端部におねじ36aを形成し、このおねじ36aに螺合するホルダ45を設けたものである。なお、上記抵抗体37は、型枠20内に充填したコンクリートに固着させ、これによりホルダ45を硬化したコンクリートから離脱させる際に、支持棒36が共回りするのを防止するためのものである。
【0015】
また、図7の支持具40は、鋼棒を所定長さに切断するとともに、その右端部を鉤形に屈曲させて抵抗体42とするL形の支持棒41を形成し、該支持棒41の左端部におねじ41aを形成し、このおねじ41aに正方形状に切断した鋼板製の当て板43を螺合させ、該おねじ41aに螺合するホルダ45を設けたものである。上記当て板43はスペーサ30の内外方向の位置を調整するためのものである。また、上記抵抗体42はホルダ45の離型時に支持棒41が共回りするのを防止するためのものである。
【0016】
上記ホルダ45は前述したホルダ23と略同構造となっており、図6、図7に示すように、プラスチックにより左部が大径にかつ右部が小径となる円錐台状のコーン主体46を形成し、該コーン主体46の軸心部にインサートされた鋼棒製の芯金47の右端部に上記支持棒36,41のおねじ36a,41aが螺合するめねじ47aを形成し、該芯金47の左端部を上記コーン主体46の大径側から左方に突出させるとともに、この突出部におねじ47bを形成してなる。
【0017】
上記支持具35(40)は、図1に示すように、セパレータ22から離れた所定部位の型枠パネル21aに取り付けられる。即ち、型枠パネル21aの所定部位に保持孔を形成し、この保持孔に内側からホルダ45のおねじ47bを貫通させ、該おねじ47bの外端部にナット48を螺合させて上記型枠パネル21aに固定する。そして、支持棒36に所定のスペーサ30dを嵌合させ、該スペーサ30(30d)を上記ホルダ45と最外側の鉄筋15(縦筋16)との間に介装した後、該支持棒36の左端をホルダ45のめねじ47aに螺合させる。
【0018】
図8は傾斜した型枠に取り付けるスペーサ、及びその支持具を示す。図8において、50は直方体状または円柱状に形成したスペーサであり、軸心部に支持棒51の左部をインサートし、左端軸心部にホルダ45が嵌合するコーン形の凹部50aを形成する。上記支持棒51の左端部は上記凹部50a内に突出させ、この部におねじ51aを形成する。また、上記支持棒51の左部にピン状の抵抗体52を交叉させて溶接固定する。該抵抗体52も上記スペーサ50内にインサートし、ホルダ45の離型時に支持棒51が共回りするのを防止する。
【0019】
上記スペーサ50は、図9に示すようにして傾斜した型枠20−1に取り付けられる。即ち、スペーサ5の凹部50aに前述と同様のホルダ45を嵌合させてスペーサ50とホルダ45とをユニットにし、これらをそのホルダ45を下向きにして上記型枠20−1と最下部側の鉄筋15−1との間に介装し、ホルダ45のおねじ47bを上記型枠20−1の所定箇所に形成した保持孔に上側から貫通させ、該おねじ47bの下端部を型枠20−1から下方に突出させ、この部にナット48を螺合させて上記型枠20−1に固定する。この場合、必要により、板状の補助スペーサ53を支持棒51に嵌合係止して上記スペーサ50の上面に重ね、所定のかぶり間隙Sを得るようにする。
【0020】
図10〜図11は角形スペーサの第2例を示す。このものは、直方体状の角形スペーサ55を形成し、該角形スペーサ55に形成する係止孔56を所定の一辺55aから内周方向に延出した後、横方向に屈曲する鉤形のスリットにするとともに、該係止孔56の内端部56aの位置を角形スペーサ55の中心点から隣接する一方の一辺55b方向に偏倚させるようにしたものである。これにより、図11に示すように、支持棒24(36,41)に嵌合係止した際に、所定の角部55cが自重で下方に向くようにし、また、支持棒24への角形スペーサ55の取付けを容易にするとともに、該取り付けた角形スペーサ55が支持棒24から不用意に脱落するのを防止するようにしたものである。
【0021】
図12〜図13は円形スペーサの第2例を示す。このものは、偏平な円柱状の円形スペーサ57を形成し、該円形スペーサ57に形成する係止孔58を所定の外端から内周方向に延出した後、横方向に屈曲する鉤形のスリットにするとともに、該係止孔58の内端部58aの位置を円形スペーサ57の中心点から側方(左方)に偏倚させるようにしたものである。これにより、図13に示すように、支持棒24(36,41)への円形スペーサ57の取付けを容易にするとともに、該取り付けた円形スペーサ57が支持棒24から不用意に脱落するのを防止するようにしたものである。
【0022】
【発明の効果】
以上の説明から明らかな如く、本願に係る発明は、モルタル又はコンクリートにより所定の厚さに形成されたスペーサを支持棒を介して型枠パネルの内面に取り付けるようにしたので、該スペーサを鉄筋の種類、ピッチ等に左右されることなく取り付けることができる。このため、スペーサの種類を低減することができるとともに、スペーサの取付けが容易となる。しかもスペーサの面積当たりの取付け個数が規定されても、これを容易に遵守することができる。
また、コンクリートの成型後に離脱されるプラスチック製のホルダにスペーサの外端を当接又は接近させるようにしたので、該ホルダによりスペーサの厚さが加算されることになり、スペーサを小型かつ軽量にすることができる。
また、スペーサの係止孔を、該スペーサの外周端から内周方向に延出した後、横方向に屈曲する鉤形のスリットとしたので、スペーサを径方向から支持棒に取り付けることができ、スペーサの取付けが容易になるとともに取付後に不用意な落下を防止することができる。
また、スペーサの厚さ方向一端側にホルダが嵌合する凹部を設けたので、傾斜した型枠にスペーサを堅固に取付けることができる。
また、支持棒のホルダ側端部に金属により非円形又は棒状に形成した抵抗体を交叉させて固定したので、ホルダの離型時に支持棒が共回りしなくなり、ホルダの離型が円滑に行われることになる。
【図面の簡単な説明】
【図1】本発明の第1実施例を示す断面図である。
【図2】図1のII−II断面図である。
【図3】スペーサの斜視図である。
【図4】円形スペーサを示す図2相当の断面図である。
【図5】円形スペーサの斜視図である。
【図6】支持棒の第2例を示す側断面図である。
【図7】支持棒の第3例を示す側断面図である。
【図8】ホルダの嵌合凹部を有するスペーサ及びその組み付け状態を示す断面図である。
【図9】本発明の第2実施例を示す断面図である。
【図10】角形スペーサの第2例を示す正面図である。
【図11】図10による角形スペーサの係止状態を示す正面図である。
【図12】円形スペーサの第2例を示す正面図である。
【図13】図12による円形スペーサの係止状態を示す正面図である。
【図14】従来例を示す断面図である。
【図15】従来のスペーサを示す斜視図である。
【符号の説明】
15  鉄筋
16  縦筋
17  横筋
20(20a,20b)  型枠
20−1 傾斜した型枠
21a,21b 型枠パネル
22  セパレータ
23  ホルダ(プラスチックコーン)
24  連結棒(支持棒)
25  フレーム
26  ねじ棒
30  スペーサ
31  係止孔
30−1  円形スペーサ
31−1  係止孔
35,40  支持具
36,41  支持棒
36a,41a  おねじ
37,42  抵抗体
43  当て板
45  ホルダ
46  コーン主体
47  芯金
47a めねじ
47b おねじ
48  ナット
50  スペーサ
50a 凹部
51  支持棒
51a おねじ
52  抵抗体
53  補助スペーサ
55  角形スペーサ
55a,55b 辺
56  係止孔(スリット)
56a 内端部
57  円形スペーサ
58  係止孔(スリット)
58a 内端部
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an apparatus for mounting a reinforcing-bar construction spacer that forms a cover gap between a reinforcing bar and a formwork.
[0002]
[Prior art]
Conventionally, it was as shown in FIG. In FIG. 14, reference numeral 1 denotes a reinforcing bar, which is formed by assembling a large number of vertical bars 2 and horizontal bars 3 at predetermined intervals in the vertical and horizontal directions. Reference numeral 5 denotes a formwork assembled outside the reinforcing bar 1, and the formwork panel 6 holds a predetermined covering gap S (S1 to S2) with respect to the outermost vertical streaks 2 and / or horizontal streaks 3. And assembled. The cover gap S is set to a predetermined value depending on the thickness of the reinforcing bar, the place of use, and the like.
[0003]
Reference numeral 10 denotes a mortar spacer which is attached to the outermost horizontal streak 3 (or the vertical streak 2) so as to hold the cover gap S of the mold 5 described above. That is, as shown in FIGS. 14 and 15, each of the first sides 10 a, the second sides 10 b, and the other three sides is formed in a flat octagonal shape in which the distance of each side from the axis is different. The second side 10c is recessed in an arc shape to form a contact side having three types of fogging gaps S1 to S3, and a fitting hole 11 extending from the side opposite to the first side 10a to the axial center is formed. A clip 12 made of a leaf spring is fitted into the inner deep portion of the fitting hole 11.
[0004]
When the cover gap S1 is held by the left mold 5a, for example, the cover 5 is fitted and locked to the left outer horizontal line 3 (or the vertical line 2) via the fitting hole 11 and the clip 12, and The first side 10a is directed toward the left mold 5a. Further, when the cover form S2 is held by the right mold 5b, the cover 5 is fitted and locked to the right outer horizontal streak 3 (or the vertical streak 2) via the fitting hole 11 and the clip 12, and The second side 10b is oriented in the direction of the right mold 5b.
[0005]
[Problems to be solved by the invention]
In the prior art, since the spacer 10 is attached to the reinforcing bar 1 side, there are many types of thickness of the reinforcing bar 1, so that it is necessary to prepare many types of the spacer 10. In addition, since the spacer 10 is attached to the reinforcing bars 1 attached vertically and horizontally, this attaching work requires time and effort. In particular, in order to achieve the specified number of the spacers 10 per area, for example, two per square meter, the spacing between the reinforcing bars 1 must be considered, and the spacing between the reinforcing bars 1 depends on the type of the structure and the thickness of the reinforcing bars. Because of the various differences depending on the conditions and the like, it takes time and effort to attach the spacer 10. In addition, since the plate-shaped spacer 10 is attached to the reinforcing bar 1 and the fogging gap S is obtained on the outer peripheral side, the diameter of the spacer 10 becomes large and heavy. SUMMARY OF THE INVENTION It is an object of the present invention to provide a new installation device for a spacer for reinforcing steel work, which solves the above-mentioned problems.
[0006]
[Means for Solving the Problems]
The present invention is configured as follows to achieve the above object. That is, the invention according to claim 1 provides a frusto-conical plastic holder formed on the inner surface of the form panel with a truncated conical shape, and a metal support rod on the inner end side axial center of the holder. And a block-shaped spacer formed of mortar or concrete to have a predetermined thickness and having a locking hole penetrating in the thickness direction is provided. It is configured such that it is fitted and locked to the support rod via a stop hole and is brought into contact with or close to the holder.
According to a second aspect of the present invention, the locking hole of the spacer is a hook-shaped slit that extends in the inner circumferential direction from the outer peripheral end of the spacer and then bends in the lateral direction. According to a third aspect of the present invention, a recess in which the holder is fitted is provided at one end in the thickness direction of the spacer. According to a fourth aspect of the present invention, a non-circular or rod-shaped resistor made of metal is crossed and fixed to the support rod.
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the drawings, FIG. 1 is a sectional view showing a first embodiment of the present invention, FIG. 2 is a sectional view taken along line II-II of FIG. 1, FIG. 3 is a perspective view of a spacer, and FIG. FIGS. 5 and 5 are perspective views of a circular spacer, FIG. 6 is a side sectional view showing a second example of a support rod, FIG. 7 is a side sectional view showing a third example of a support rod, and FIG. FIG. 9 is a cross-sectional view showing a second embodiment of the present invention, FIG. 10 is a front view showing a second example of a rectangular spacer, and FIG. FIG. 12 is a front view showing a stopped state, FIG. 12 is a front view showing a second example of a circular spacer, and FIG. 13 is a front view showing a locked state of the circular spacer shown in FIG.
[0008]
In FIG. 1, reference numeral 15 denotes a reinforcing bar, which is formed by assembling a large number of vertical bars 16 and horizontal bars 17 at predetermined intervals in the same manner as described above. Reference numeral 20 (20a, 20b) denotes a formwork assembled outside the reinforcing bar 1, and the formwork panels 21a, 21b cover the outermost vertical streaks 16 and / or horizontal streaks 17 with spacers 30 by a predetermined covering. The gap S (S1 to S2) is held, and the left and right mold frames 20a and 20b are connected to each other by the separator 22 in this state.
[0009]
As shown in FIGS. 2 and 3, the spacer 30 is formed of a flat rectangular parallelepiped having a horizontal width W1 and a vertical width W2 of 50 to 70 mm and a thickness T1 of 10 to 50 by mortar or concrete. A locking hole 31 having a diameter D1 of 9 to 10.5 mm is formed so as to penetrate in the thickness direction. In this case, the locking hole 31 is displaced by about 3 mm in the direction of one predetermined corner portion with respect to the center point (center of gravity) by about 3 mm. Are directed downward so that bubbles, latencies, and the like are not generated below the spacer 30 when the mold frame 20 is filled with concrete.
[0010]
In this example, the thickness T of the spacer 30 is set to five types of 10 mm, 15 mm, 20 mm, 30 mm, and 50 mm, and the types of the width W1 and the length W2 and the type of the diameter D1 of the locking hole 31 will be described later. When the diameter of the support rod 24 is 7.5 mm or 9 mm, two types are used, that is, when the diameter of the support rod 24 is 7.5 mm, the horizontal width W1 and the vertical width W2 are both 50 mm, and the diameter D1 of the locking hole 31. Is 9 mm, and when the diameter of the support rod 24 is 9 mm, the horizontal width W1 and the vertical width W2 are both 70 mm, and the diameter D1 of the locking hole 31 is 10.5 mm. The width W1, the width W2, and the diameter D1 of the locking hole 31 may be one type corresponding to the diameter of the support rod 24 on the large diameter side.
[0011]
The spacer 30 is attached to the inner side of the mold 20 via the separator 22 attached to the mold 20 or the support 35. The separator 22 is attached at a location where the left and right molds 20a and 20b are firmly connected, for example, at four corners of each of the molds 20a and 20b. It has a frusto-conical plastic holder (plastic cone) 23 having a female screw at the side axis, and a connecting rod (supporting rod) 24 screw-connected to the female screw of the holder 23. The large diameter side is brought into contact with the inner surface side of each of the form panels 21a, 21b, and its male screw is projected outside of each of the form panels 21a, 21b. 26, and the connecting rod 24 is screwed into the female screw on the small diameter side of the left and right holders 23, thereby connecting the left and right mold frames 20a, 20b to each other.
[0012]
When attaching the spacer 30 to the separator 22, spacers 30a and 30b having a predetermined thickness are fitted to the left and right ends of the screw bar 26, and the spacers 30a and 30b are connected to the holders 23 and the outermost reinforcing bars 15 respectively. In this example, the screw bar 26 is interposed between the outermost longitudinal streaks 16, and in this state, one end of the screw rod 26, for example, the left end is screwed into the left holder 23, and then the right end of the screw rod 26 is The part holder 23 is screwed. In this case, when the fogging gap is insufficient with one spacer 30b, a predetermined fogging gap S2 is obtained by two spacers 30b and 30c as shown in the right part of FIG.
[0013]
4 and 5 show a second example of the spacer 30. In FIGS. 4 and 5, reference numeral 30-1 denotes a circular spacer having a circular outer periphery, and a locking hole 31- penetrating in the thickness direction at the center. One. The circular spacer 30-1 has an outer diameter D2 of 60 to 80 mm, an inner diameter D3 of the locking hole 31-1 of 9 to 10.5 mm, and a thickness T2 of 10 to 50 mm. In this example, the thickness T of the circular spacer 30-1 is five types of 10 mm, 15 mm, 20 mm, 30 mm, and 50 mm, and the types of the outer diameter D2 and the inner diameter D3 are 7.5 mm, 9 mm of the support rod 24. When the diameter of the support rod 24 is 7.5 mm, the outer diameter D2 is 60 mm and the inner diameter D3 is 9 mm. When the diameter of the support rod 24 is 9 mm, the outer diameter D2 is 80 mm, and the inner diameter D3 is 10.5 mm. The diameter D2 and the inside diameter D3 may be one kind corresponding to the diameter of the support rod 24 on the large diameter side.
[0014]
FIGS. 6 and 7 show a support for attaching the spacer 30 to the formwork 20 at a position away from the separator 22. That is, the support tool 35 shown in FIG. 6 forms a linear support bar 36 obtained by cutting a steel bar into a predetermined length, and a steel plate-shaped resistor 37 cut into a square shape is fitted to the left end of the support bar 36. A screw 36a is formed at the left end of a support bar 36 projecting leftward from the resistor 37, and a holder 45 screwed to the male screw 36a is provided. The resistor 37 is fixed to the concrete filled in the mold 20 to prevent the support rods 36 from rotating together when the holder 45 is separated from the hardened concrete. .
[0015]
7 cuts a steel bar into a predetermined length and bends a right end thereof into a hook shape to form an L-shaped support bar 41 serving as a resistor 42. A screw 41a is formed at the left end of the male screw 41a, a steel plate backing plate 43 cut into a square shape is screwed to the male screw 41a, and a holder 45 screwed to the male screw 41a is provided. The contact plate 43 is for adjusting the position of the spacer 30 in the inward and outward directions. The resistor 42 is for preventing the support rod 41 from rotating together when the holder 45 is released from the mold.
[0016]
The holder 45 has substantially the same structure as the holder 23 described above. As shown in FIGS. 6 and 7, a cone-shaped cone body 46 having a large diameter on the left portion and a small diameter on the right portion is made of plastic. A female screw 47a is formed on the right end of a steel bar 47 inserted into the shaft center of the cone body 46. The female screw 47a is engaged with the external threads 36a and 41a of the support rods 36 and 41. The left end of the gold 47 is projected leftward from the large diameter side of the cone main body 46, and a screw 47b is formed in this projected portion.
[0017]
As shown in FIG. 1, the support 35 (40) is attached to the form panel 21a at a predetermined position away from the separator 22. That is, a holding hole is formed at a predetermined portion of the mold panel 21a, the male screw 47b of the holder 45 is penetrated from the inside of the holding hole, and a nut 48 is screwed into an outer end of the male screw 47b to form the mold. It is fixed to the frame panel 21a. Then, a predetermined spacer 30d is fitted to the support rod 36, and the spacer 30 (30d) is interposed between the holder 45 and the outermost reinforcing bar 15 (vertical bar 16). The left end is screwed into the female screw 47a of the holder 45.
[0018]
FIG. 8 shows a spacer to be attached to the inclined formwork and its support. In FIG. 8, reference numeral 50 denotes a rectangular parallelepiped or columnar spacer, in which the left portion of the support rod 51 is inserted into the axial portion, and a cone-shaped concave portion 50a into which the holder 45 is fitted is formed in the left axial portion. I do. The left end of the support rod 51 projects into the concave portion 50a, and a screw 51a is formed in this portion. Further, a pin-shaped resistor 52 is crossed to the left part of the support rod 51 and fixed by welding. The resistor 52 is also inserted into the spacer 50 to prevent the support rod 51 from rotating together when the holder 45 is released.
[0019]
The spacer 50 is attached to the inclined formwork 20-1 as shown in FIG. That is, the same holder 45 as described above is fitted into the concave portion 50a of the spacer 5 to make the spacer 50 and the holder 45 into a unit. 15-1, the male screw 47b of the holder 45 is passed through a holding hole formed at a predetermined position of the mold 20-1 from above, and the lower end of the male screw 47b is inserted into the mold 20-. 1, and a nut 48 is screwed into this portion to be fixed to the mold 20-1. In this case, if necessary, a plate-shaped auxiliary spacer 53 is fitted and locked on the support rod 51 and overlaps the upper surface of the spacer 50 to obtain a predetermined fogging gap S.
[0020]
10 to 11 show a second example of the rectangular spacer. In this example, a rectangular parallelepiped rectangular spacer 55 is formed, and a locking hole 56 formed in the rectangular spacer 55 is extended from a predetermined side 55a in the inner circumferential direction. At the same time, the position of the inner end 56a of the locking hole 56 is deviated from the center point of the rectangular spacer 55 in the direction of one adjacent side 55b. As a result, as shown in FIG. 11, when the support rod 24 (36, 41) is fitted and locked, the predetermined corner 55c is directed downward by its own weight, and the square spacer to the support rod 24 is formed. This facilitates the mounting of the spacer 55 and prevents the attached square spacer 55 from being accidentally dropped from the support rod 24.
[0021]
12 and 13 show a second example of the circular spacer. This device forms a flat columnar circular spacer 57, and after a locking hole 58 formed in the circular spacer 57 extends from a predetermined outer end in the inner circumferential direction, a hook-shaped bent sideways. In addition to the slit, the position of the inner end 58a of the locking hole 58 is shifted laterally (leftward) from the center point of the circular spacer 57. This facilitates the attachment of the circular spacer 57 to the support rod 24 (36, 41) as shown in FIG. 13, and prevents the attached circular spacer 57 from accidentally falling off the support rod 24. It is intended to be.
[0022]
【The invention's effect】
As is apparent from the above description, in the invention according to the present application, the spacer formed to a predetermined thickness by mortar or concrete is attached to the inner surface of the form panel via the support rod, so that the spacer It can be installed without being affected by the type, pitch, etc. For this reason, the number of types of spacers can be reduced, and mounting of the spacers becomes easy. Moreover, even if the number of spacers per area of the spacer is specified, this can be easily observed.
In addition, since the outer end of the spacer is brought into contact with or close to the plastic holder detached after molding of the concrete, the thickness of the spacer is added by the holder, and the spacer is reduced in size and weight. can do.
Also, since the locking hole of the spacer extends in the inner circumferential direction from the outer peripheral end of the spacer, and is formed as a hook-shaped slit that bends in the lateral direction, the spacer can be attached to the support rod from the radial direction. The spacer can be easily attached, and an unintentional drop after the attachment can be prevented.
Further, since the concave portion into which the holder is fitted is provided at one end in the thickness direction of the spacer, the spacer can be firmly attached to the inclined formwork.
In addition, since the non-circular or bar-shaped resistor made of metal is fixed at the end of the support bar on the holder side, the support bar does not rotate together when the holder is released, and the release of the holder proceeds smoothly. Will be
[Brief description of the drawings]
FIG. 1 is a sectional view showing a first embodiment of the present invention.
FIG. 2 is a sectional view taken along line II-II of FIG.
FIG. 3 is a perspective view of a spacer.
FIG. 4 is a sectional view corresponding to FIG. 2 showing a circular spacer.
FIG. 5 is a perspective view of a circular spacer.
FIG. 6 is a side sectional view showing a second example of the support rod.
FIG. 7 is a side sectional view showing a third example of a support rod.
FIG. 8 is a sectional view showing a spacer having a fitting concave portion of the holder and an assembled state of the spacer.
FIG. 9 is a sectional view showing a second embodiment of the present invention.
FIG. 10 is a front view showing a second example of the rectangular spacer.
FIG. 11 is a front view showing a locked state of the rectangular spacer according to FIG. 10;
FIG. 12 is a front view showing a second example of the circular spacer.
FIG. 13 is a front view showing a locked state of the circular spacer according to FIG. 12;
FIG. 14 is a sectional view showing a conventional example.
FIG. 15 is a perspective view showing a conventional spacer.
[Explanation of symbols]
15 Reinforcing bar 16 Vertical bar 17 Horizontal bar 20 (20a, 20b) Form 20-1 Inclined form 21a, 21b Form panel 22 Separator 23 Holder (plastic cone)
24 Connecting rod (supporting rod)
25 Frame 26 Screw rod 30 Spacer 31 Lock hole 30-1 Circular spacer 31-1 Lock hole 35, 40 Support tool 36, 41 Support rod 36a, 41a Male screw 37, 42 Resistor 43 Backing plate 45 Holder 46 Mainly cone 47 core metal 47a female screw 47b male screw 48 nut 50 spacer 50a recess 51 support rod 51a male screw 52 resistor 53 auxiliary spacer 55 square spacer 55a, 55b side 56 locking hole (slit)
56a Inner end 57 Circular spacer 58 Lock hole (slit)
58a Inner end

Claims (4)

型枠パネル(21a,21b)の内面に内方が縮小する円錐台型に形成されたプラスチック製のホルダ(23)を設け、該ホルダ(23)の内端側軸心部に金属製の支持棒(24)を内方に突出させて着脱可能に設け、モルタル又はコンクリートにより所定の厚さに形成され、かつ厚さ方向に貫通する係止孔(31)が形成されたブロック状のスペーサ(30)を設け、該スペーサ(30)をその係止孔(31)を介して前記支持棒(24)に嵌合係止するとともに前記ホルダ(23)に当接又は接近させることを特徴とする鉄筋工事用スペーサの取付け装置。A plastic holder (23) formed in the shape of a truncated cone whose inner side is reduced is provided on the inner surface of the form panel (21a, 21b), and a metal support is provided on the inner end side axial portion of the holder (23). A bar (24) protruding inward and detachably provided, formed of mortar or concrete to a predetermined thickness, and formed with a block-like spacer (31) formed with a locking hole (31) penetrating in the thickness direction. 30), the spacer (30) is fitted and locked to the support rod (24) through the locking hole (31), and is brought into contact with or close to the holder (23). Mounting device for spacers for rebar construction. スペーサ(55,57)の係止孔(56,58)は、該スペーサ(55,57)の外周端から内周方向に延出した後、横方向に屈曲する鉤形のスリットとしたことを特徴とする請求項1記載の鉄筋工事用スペーサの取付け装置。The locking holes (56, 58) of the spacers (55, 57) are hook-shaped slits that extend inward from the outer peripheral ends of the spacers (55, 57) and then bend laterally. The mounting device for a reinforcing work spacer according to claim 1, wherein: スペーサ(50)の厚さ方向一端側にホルダ(45)が嵌合する凹部(50a)を設けたことを特徴とする請求項1又は2記載の鉄筋工事用スペーサの取付け装置。The mounting device for a reinforcing steel work spacer according to claim 1 or 2, wherein a recess (50a) into which the holder (45) is fitted is provided at one end in the thickness direction of the spacer (50). 支持棒(36、41,51)に金属により非円形又は棒状に形成した抵抗体(37,42,52)を交叉させて固定したことを特徴とする請求項1,2又は3記載の鉄筋工事用スペーサの取付け装置。The rebar work according to claim 1, 2, or 3, wherein a non-circular or bar-shaped resistor (37, 42, 52) made of metal is fixed to the support rod (36, 41, 51). Mounting device for spacers.
JP2002206577A 2002-07-16 2002-07-16 Rebar spacer installation equipment Expired - Fee Related JP4020303B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002206577A JP4020303B2 (en) 2002-07-16 2002-07-16 Rebar spacer installation equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002206577A JP4020303B2 (en) 2002-07-16 2002-07-16 Rebar spacer installation equipment

Publications (2)

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JP2004052223A true JP2004052223A (en) 2004-02-19
JP4020303B2 JP4020303B2 (en) 2007-12-12

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005336944A (en) * 2004-05-31 2005-12-08 Marubi:Kk Spacer for reinforced concrete
CN113174859A (en) * 2021-04-27 2021-07-27 重庆永昂实业有限公司 Cast-in-place continuous box girder construction system and construction process

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005336944A (en) * 2004-05-31 2005-12-08 Marubi:Kk Spacer for reinforced concrete
JP4520220B2 (en) * 2004-05-31 2010-08-04 株式会社丸備 Reinforced concrete spacer
CN113174859A (en) * 2021-04-27 2021-07-27 重庆永昂实业有限公司 Cast-in-place continuous box girder construction system and construction process

Also Published As

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