JPH0868143A - Concrete structure for building and separator with support plate - Google Patents
Concrete structure for building and separator with support plateInfo
- Publication number
- JPH0868143A JPH0868143A JP20203794A JP20203794A JPH0868143A JP H0868143 A JPH0868143 A JP H0868143A JP 20203794 A JP20203794 A JP 20203794A JP 20203794 A JP20203794 A JP 20203794A JP H0868143 A JPH0868143 A JP H0868143A
- Authority
- JP
- Japan
- Prior art keywords
- separator
- concrete
- support plate
- lightweight cellular
- concrete panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は鉄筋コンクリートの表
面に軽量気泡コンクリートパネルを配設した屋根土台、
床土台、内外壁等の建築物のコンクリート構成物及びこ
のコンクリート構成物に使用する支持板付きセパレータ
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof base having a lightweight cellular concrete panel on the surface of reinforced concrete,
The present invention relates to a concrete constituent of a building such as a floor base and inner and outer walls, and a separator with a support plate used for the concrete constituent.
【0002】[0002]
【従来の技術】近年、遮音性能や断熱性能を高めるもの
として、先に本出願人等が提案する特願平6−5141
号に記載されたコンクリート構成物がある。このコンク
リート構成物は、図8に示すように、勾配した鉄筋コン
クリート2上に軽量気泡コンクリートパネル5及び防水
材6とを順次に積層して構築されたもので、図9に詳細
しているように、支持板付きセパレータ1及び寸切りボ
ルト14を用いて構築されたものである。その構築状態
としては、勾配させた型枠11上に所定間隔を置いて複
数の座金付きナット3を埋設した軽量気泡コンクリート
パネル5を位置させた状態で、支持板付きセパレータ1
の支持棒9の一端の雄ねじ9aを座金付きナット3と螺
合させ、一方、他端の雄ねじ9bを型枠11内に差し込
ませ、その型枠11を土台として軽量気泡コンクリート
パネル5を支持させている。2. Description of the Related Art Recently, Japanese Patent Application No. 6-5141 proposed by the applicant of the present invention has been proposed in order to improve sound insulation performance and heat insulation performance.
There is a concrete composition described in No. As shown in FIG. 8, this concrete structure is constructed by sequentially stacking a lightweight cellular concrete panel 5 and a waterproof material 6 on a reinforced concrete 2 having a slope, and as shown in detail in FIG. It is constructed by using the separator 1 with a support plate and the slicing bolt 14. As a construction state thereof, the lightweight cellular concrete panel 5 in which the plurality of nuts 3 with washers are embedded is positioned at a predetermined interval on the inclined form frame 11, and the separator 1 with the support plate 1 is placed.
The male screw 9a at one end of the supporting rod 9 is screwed into the nut 3 with washer, while the male screw 9b at the other end is inserted into the mold 11, and the lightweight cellular concrete panel 5 is supported by using the mold 11 as a base. ing.
【0003】その支持状態としては、支持棒9の先端が
座金付きナット3の略中間部に位置し、そして、支持棒
9の他端の雄ねじ9bの先端が型枠11の裏面から突出
され、一端の雄ねじ9a側の支持板10が軽量気泡コン
クリートパネル5の裏面と当接されると共に、他端の雄
ねじ9bの支持板10が型枠11の表面と当接した状態
となっている。その状態によって、軽量気泡コンクリー
トパネル5と型枠11との間に、鉄筋コンクリート2を
形成させるための空間を確保しながら軽量気泡コンクリ
ートパネル5を支持している。As for the supporting state, the tip of the support rod 9 is located substantially in the middle of the nut 3 with washer, and the tip of the male screw 9b at the other end of the support rod 9 is projected from the back surface of the form frame 11, The support plate 10 on the male screw 9a side at one end is in contact with the back surface of the lightweight cellular concrete panel 5, and the support plate 10 of the male screw 9b at the other end is in contact with the surface of the mold 11. According to this state, the lightweight cellular concrete panel 5 is supported while securing a space for forming the reinforced concrete 2 between the lightweight cellular concrete panel 5 and the formwork 11.
【0004】また、鉄筋コンクリート2を形成した時の
積載重量を支持するために、軽量気泡コンクリートパネ
ル5に埋設した座金付きナット3にその座金部7側から
寸切りボルト14を螺合し、その寸切りボルト14及び
支持棒9の他端の雄ねじ9bの先端に種々の建築材に連
結されたALC板用ホームタイ12及び型枠用ホームタ
イ13をそれぞれ螺合している。その状態で軽量気泡コ
ンクリートパネル5と型枠11との間に鉄筋コンクリー
ト2を形成させるようにしている。そうすることによっ
て、形成された鉄筋コンクリート2と軽量気泡コンクリ
ートパネル5とは座金付きナット3と支持板付きセパレ
ータ1との螺合によって容易に離反するのを防止してい
るFurther, in order to support the loaded weight when the reinforced concrete 2 is formed, a nut 3 with a washer embedded in a lightweight cellular concrete panel 5 is screwed with a slicing bolt 14 from the washer 7 side, ALC plate home ties 12 and form home ties 13 connected to various building materials are respectively screwed to the ends of the cutting bolt 14 and the male screw 9b at the other end of the support rod 9. In that state, the reinforced concrete 2 is formed between the lightweight cellular concrete panel 5 and the form 11. By doing so, the formed reinforced concrete 2 and the lightweight cellular concrete panel 5 are prevented from being easily separated from each other by screwing the nut 3 with the washer and the separator 1 with the support plate.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、上記の
従来技術においては、軽量気泡コンクリートパネル5に
埋設した座金付きナット3に支持板付きセパレータ1の
支持棒9の一端の雄ねじ9a3が僅かに螺合するのみ
で、その状態では軽量気泡コンクリートパネル5から座
金付きナット3が抜けやすくなるという欠点があり、軽
量気泡コンクリートパネル5が鉄筋コンクリート2から
離反等して安定した建築物のコンクリート構成物Aを構
築することができないという問題が生じる。However, in the above-mentioned prior art, the male screw 9a3 at one end of the support rod 9 of the separator 1 with a support plate is slightly screwed into the nut 3 with a washer embedded in the lightweight cellular concrete panel 5. However, in that state, there is a drawback that the nut 3 with a washer easily comes off from the lightweight cellular concrete panel 5, and the lightweight cellular concrete panel 5 is separated from the reinforced concrete 2 to construct a stable concrete structure A of a building. The problem arises that you cannot do it.
【0006】そして、軽量気泡コンクリートパネル5に
埋設した座金付きナット3に支持板付きセパレータ1の
支持棒9の一端の雄ねじ9aを十分に螺合するために
は、座金付きナット3のナット部8を長めにする必要が
あってコスト高になるという問題も生じる。In order to sufficiently screw the male screw 9a at one end of the support rod 9 of the separator 1 with a support plate into the nut 3 with a washer embedded in the lightweight cellular concrete panel 5, the nut portion 8 of the nut 3 with a washer is used. There is also a problem that the cost becomes high because it is necessary to lengthen.
【0007】また、支持板付きセパレータ1の支持棒9
の一端の雄ねじ9aが軽量気泡コンクリートパネル5か
ら突出しないので、軽量気泡コンクリートパネル5の座
堀穴中で傾くことがあり、座金付きナット3を螺合させ
ることが施工上難しいという問題もある。Further, the support rod 9 of the separator 1 with the support plate
Since the male screw 9a at one end does not protrude from the lightweight cellular concrete panel 5, it may be tilted in the countersink hole of the lightweight cellular concrete panel 5, and there is a problem that it is difficult to screw the nut 3 with washer on the construction.
【0008】更に、建築物のコンクリート構成物Aを構
築する際には、支持板付きセパレータ1の他に寸切りボ
ルト14を必要とするので、部品点数が多くなるという
問題もある。Furthermore, when constructing the concrete structure A of the building, the slicing bolts 14 are required in addition to the separator 1 with the supporting plate, so that there is a problem that the number of parts is increased.
【0009】この発明は、鉄筋コンクリート上に軽量気
泡コンクリートパネルを離反することなく配設すること
ができ、且つ、支持板付きセパレータと寸切りボルトと
を一体的に形成してホームタイと直接に螺合することを
可能とする建築物のコンクリート構成物及びこのコンク
リート構成物物で使用する支持板付きセパレータを提供
することを目的とする。According to the present invention, the lightweight cellular concrete panel can be arranged on the reinforced concrete without separating, and the separator with the supporting plate and the slicing bolt are integrally formed and screwed directly to the home tie. An object of the present invention is to provide a concrete component of a building that can be combined, and a separator with a support plate used in the concrete component.
【0010】[0010]
【課題を解決するための手段】上記目的を達成するため
の手段とするところは、鉄筋コンクリートの表面におい
て当該鉄筋コンクリートの内部に抜け防止の支持板を含
む部分が埋設される支持板付きセパレータの端部で係止
された軽量気泡コンクリートパネルを配設する建築物の
コンクリート構成物において、前記軽量気泡コンクリー
トパネルと前記鉄筋コンクリートとを、軽量気泡コンク
リートパネルに予め挿通された突出部分に係止部を有す
る固定部材と前記鉄筋コンクリートを形成するコンクリ
ートの硬化によって固定して構築したことにある。[Means for Solving the Problems] Means for achieving the above-mentioned object is to provide an end portion of a separator with a support plate in which a portion including a support plate for preventing slippage is embedded inside the reinforced concrete on the surface of the reinforced concrete. In a concrete structure of a building in which a lightweight cellular concrete panel locked with is disposed, the lightweight cellular concrete panel and the reinforced concrete are fixed to each other with a locking portion at a protruding portion that is previously inserted into the lightweight cellular concrete panel. It is constructed by fixing the members and the concrete forming the reinforced concrete by hardening.
【0011】又、支持棒の両端に形成された雄ねじのね
じ切り末付近の外周面に支持板が取付けられた支持板付
きセパレータにおいて、前記支持棒の少なくとも一端の
雄ねじの略中間部の外周面に切除可能となる切り欠き溝
を設けたことにある。Further, in a separator with a support plate in which a support plate is attached to the outer peripheral surface near the thread cutting end of the male screw formed on both ends of the support rod, the outer peripheral surface of the male screw at least at one end of the support rod is substantially at the middle portion. There is a cutout groove that can be cut off.
【0012】更に、前記支持棒の略中間部付近の外周面
に突起物を取付けたことにある。Further, a protrusion is attached to the outer peripheral surface of the support rod in the vicinity of a substantially middle portion thereof.
【作用】上記手段によって、軽量気泡コンクリートパネ
ルと鉄筋コンクリートとは、鉄筋コンクリート内に抜け
防止の支持板を含む部分が埋設される支持板付きセパレ
ータの端部で係止されているので容易に離反しない状態
となる。そして、その状態は、軽量気泡コンクリートパ
ネルに予め挿通された固定部材の突出部分の係止部が、
鉄筋コンクリート内に埋設して係止作用が発揮されるの
でより強固に固定された状態となる。By the above means, the lightweight cellular concrete panel and the reinforced concrete are not easily separated because they are locked at the end of the separator with the support plate in which the part including the support plate for preventing slippage is embedded in the reinforced concrete. Becomes And, in that state, the locking portion of the protruding portion of the fixing member previously inserted into the lightweight cellular concrete panel,
Since it is embedded in the reinforced concrete and exerts a locking action, it is more firmly fixed.
【0013】また、支持棒の少なくとも一端の雄ねじの
略中間部の外周面は切り欠き溝が設けられているので、
雄ねじの先端部に切除用パイプ等を被せ、左右、上下、
旋回等を繰り返すことによって雄ねじの略中間部を切断
することができ、雄ねじの略中間部から先端部までの一
部分を切除することかできる。Further, since the outer peripheral surface of the approximately middle portion of the male screw at least one end of the support rod is provided with a notch groove,
Cover the tip of the male screw with a cutting pipe, etc.
By repeating turning and the like, the approximately middle portion of the male screw can be cut, and a part from the approximately middle portion of the male screw to the tip portion can be cut off.
【0014】このように支持棒の少なくとも一端の雄ね
じを切断できる支持板付きセパレータは、例えば、屋根
土台、床土台、内外壁等のコンクリート構成物を構築す
る際に用いるのに適したもので、まず、その支持板付き
セパレータの使用の仕方としては、型枠に支持棒の他端
の雄ねじを差し入れて直立させ、前記の型枠の表面から
所定間隔を置いて、複数の座金付きナットが埋設され、
且つ、突出部分に係止部を有する固定部材を厚さ方向に
挿通した軽量気泡コンクリートパネルを位置させる状態
にすると共に、支持棒の一端の雄ねじを前記の座金付き
ナットと螺合させるようにして用いる。この場合には、
支持棒の一端の雄ねじに設けた切り欠き溝から先端部ま
での雄ねじの一部分を軽量気泡コンクリートパネルの表
面から突出させるようにする。Thus, the separator with a support plate capable of cutting the male screw at least at one end of the support rod is suitable for use in constructing a concrete structure such as a roof base, a floor base, and inner and outer walls, First, as a method of using the separator with a support plate, insert a male screw at the other end of the support rod into the formwork so that it stands upright, and at a predetermined interval from the surface of the formwork, a plurality of nuts with washers are embedded. Is
In addition, the lightweight cellular concrete panel in which the fixing member having the locking portion at the protruding portion is inserted in the thickness direction is positioned, and the male screw at one end of the support rod is screwed into the nut with washer. To use. In this case,
A part of the male screw from the notch groove provided in the male screw at one end of the support rod to the tip portion is projected from the surface of the lightweight cellular concrete panel.
【0015】そして、その突出させた雄ねじの一部分及
び他端の雄ねじにそれぞれ建築材と連結されたALC板
用ホームタイ及び型枠用ホームタイを螺合させて鉄筋コ
ンクリートの積載重量を支える状態にし、軽量気泡コン
クリートパネルと型枠の間にコンクリートを打設する。
次に、前記のALC板用ホームタイ及び前記の型枠用ホ
ームタイとを順次に取り除いてから軽量気泡コンクリー
トパネルの表面から突出した雄ねじの先端に切除用パイ
プを被せ、左右、上下、旋回等を数回繰り返して雄ねじ
の切り欠き溝を切断し、その切り欠き溝から先端部まで
の雄ねじの一部分を切除するようにする。そして、突出
物がなく面一となった軽量気泡コンクリートパネルの表
面に防水材を敷設して防水処理を施すようにして建築物
のコンクリート構成物を構築させるようにする。Then, the home tie for ALC plate and the home tie for formwork, which are respectively connected to the building material, are screwed into a part of the projected male screw and the male screw at the other end, respectively, so that the loaded weight of the reinforced concrete is supported. Place concrete between the lightweight cellular concrete panel and the formwork.
Next, the ALC plate home tie and the formwork home tie are sequentially removed, and then a cutting pipe is put on the tip of the male screw protruding from the surface of the lightweight cellular concrete panel to right, left, up, down, or the like. Repeat several times to cut the notched groove of the male screw, and cut off a part of the male screw from the notched groove to the tip. Then, a waterproof material is laid on the surface of the lightweight cellular concrete panel which is flush with no protrusions to carry out waterproof treatment, thereby constructing a concrete structure of a building.
【0016】この場合、支持板付きセパレータの支持棒
の略中間部付近の外周面に突起物を取付けておくと、鉄
筋コンクリート内にその突起物が係止されることになる
ので、鉄筋コンクリート内からの支持板付きセパレータ
の脱落防止が高められる。In this case, if a protrusion is attached to the outer peripheral surface of the support rod of the separator with the support plate in the vicinity of the substantially middle portion, the protrusion is locked in the reinforced concrete. The fall prevention of the separator with the support plate is enhanced.
【0017】[0017]
【実施例】以下、この発明に係る一実施例について、図
に基づいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment according to the present invention will be described below with reference to the drawings.
【0018】この発明に係る建築物のコンクリート構成
物Aは、例えば、図1に示すように、支持板付きセパレ
ータ1が挿通する鉄筋コンクリート2の上面に、複数の
座金付きナット3及び複数の固定部材4を埋設する軽量
気泡コンクリートパネル5が載置されて固定され、その
軽量気泡コンクリートパネル5の上面に防水材6を敷設
して構築したものである。As shown in FIG. 1, a concrete structure A of a building according to the present invention has a plurality of nuts 3 with washers and a plurality of fixing members on the upper surface of a reinforced concrete 2 through which a separator 1 with a supporting plate is inserted. A lightweight cellular concrete panel 5 for burying 4 is placed and fixed, and a waterproof material 6 is laid on the upper surface of the lightweight cellular concrete panel 5 to construct the construction.
【0019】上記の座金付きナット3は、軽量気泡コン
クリートパネル5の上面に埋設されて、その座金部7の
上面と軽量気泡コンクリートパネル5の上面とが面一状
態となり、そのナット部8が軽量気泡コンクリートパネ
ル5の厚さ方向の略中間の位置に達した状態にある。そ
して、上記の固定部材4は、軽量気泡コンクリートパネ
ル5の厚さ方向にねじ込まれてねじの部分の係止部4a
が軽量気泡コンクリートパネル5の下面外に突出して鉄
筋コンクリート2の上部内に埋設され係止されている。The washer nut 3 is embedded in the upper surface of the lightweight cellular concrete panel 5, the upper surface of the washer portion 7 and the upper surface of the lightweight cellular concrete panel 5 are flush with each other, and the nut portion 8 is lightweight. The cellular concrete panel 5 has reached a position approximately in the middle in the thickness direction. Then, the fixing member 4 is screwed in the thickness direction of the lightweight cellular concrete panel 5 so that the locking portion 4a of the screw portion is formed.
Projecting from the lower surface of the lightweight cellular concrete panel 5 and embedded and locked in the upper portion of the reinforced concrete 2.
【0020】また、上記の支持板付きセパレータ1は、
図2に示すように、棒状の支持棒9の両端にそれぞれ雄
ねじ9a、9bが形成されると共に、一端の雄ねじ9a
の略中間部の外周面には切り欠き溝9cが設けられ、更
に、一端の雄ねじ9a及び他端の雄ねじ9bのねじ切り
末付近の外周面には円形上の支持板10が取付けられて
構成されたものである。図1に図示された支持板付きセ
パレータ1は、この図2で示す支持棒9の一端の雄ねじ
9aに設けた切り欠き溝9cを切断して、雄ねじ9aの
略中間部から先端部までの一部分を取り除いたものであ
る。このように構成された支持板付きセパレータ1は、
鉄筋コンクリート2の厚さ方向に挿通していて支持棒9
の両端に形成された雄ねじ9a、9bがそれぞれ鉄筋コ
ンクリート2外に突出し、その内、一端の雄ねじ9aが
軽量気泡コンクリートパネル5の上面に埋設された座金
付きナット10のナット部8に螺合した状態となってい
る。支持板付きセパレータ1には、その支持棒9の両端
の雄ねじ9a、9bのねじ切り末付近の外周面に一対の
支持板10が取付けらて鉄筋コンクリート2を挟持した
状態となっている。Further, the separator 1 with a supporting plate is
As shown in FIG. 2, male screws 9a and 9b are formed at both ends of the rod-shaped support rod 9, and the male screw 9a at one end is formed.
A notched groove 9c is provided on the outer peripheral surface of substantially the middle part of the above, and a circular support plate 10 is attached to the outer peripheral surfaces near the thread cutting ends of the male screw 9a at one end and the male screw 9b at the other end. It is a thing. The separator 1 with a supporting plate shown in FIG. 1 is formed by cutting a notch groove 9c provided in the male screw 9a at one end of the supporting rod 9 shown in FIG. Is removed. The support plate-equipped separator 1 configured in this way is
Support rod 9 is inserted through the thickness direction of reinforced concrete 2
Of the male screws 9a and 9b formed at both ends of each of them protrude outside the reinforced concrete 2, and the male screw 9a at one end of the male screws 9a and 9b is screwed to the nut portion 8 of the nut 10 with washer embedded in the upper surface of the lightweight cellular concrete panel 5. Has become. A pair of support plates 10 are attached to the outer peripheral surfaces near the threaded ends of the male screws 9a and 9b on both ends of the support rod 9 of the separator with a support plate 9 to hold the reinforced concrete 2 therebetween.
【0021】尚、この支持板付きセパレータ1の支持棒
9は、鉄筋コンクリート2内に浸されるので耐食性に優
れた部材で形成させておくのがよい。また、図面上では
支持棒9の断面形状は丸形状であるが、特にその形状に
限定されるものではない。更には、上記の建築物のコン
クリート構成物Aは、従来から用いられている支持板付
きセパレータ1を使用してもよい。Since the supporting rod 9 of the separator 1 with the supporting plate is immersed in the reinforced concrete 2, it is preferable that the supporting rod 9 is formed of a member having excellent corrosion resistance. Further, although the support rod 9 has a round cross-sectional shape in the drawing, it is not particularly limited to that shape. Furthermore, the concrete structure A of the building may use the separator 1 with a support plate that has been conventionally used.
【0022】建築物のコンクリート構成物Aは、このよ
うに構築されることにより、軽量気泡コンクリートパネ
ル5の上面に埋設された座金付きナット3と鉄筋コンク
リート2内を挿通する支持板付きセパレータ1との連結
によって、軽量気泡コンクリートパネル5と鉄筋コンク
リート2とが容易に離反することがない状態となる。そ
の状態は、軽量気泡コンクリートパネル5に予め挿通さ
れた固定部材4の突出部分の係止部4aが、鉄筋コンク
リート2内に埋設して係止作用が発揮されるのでより強
固に固定された状態となっている。By being constructed in this manner, the concrete structure A of the building has a nut 3 with a washer embedded in the upper surface of the lightweight cellular concrete panel 5 and a separator 1 with a support plate that is inserted through the reinforced concrete 2. By the connection, the lightweight cellular concrete panel 5 and the reinforced concrete 2 are not easily separated from each other. In that state, since the locking portion 4a of the protruding portion of the fixing member 4 which is previously inserted into the lightweight cellular concrete panel 5 is embedded in the reinforced concrete 2 to exert the locking action, it is more firmly fixed. Has become.
【0023】上記のように構成される支持板付きセパレ
ータ1を用いて、建築物のコンクリート構成物Aを構築
する仕方としては、例えば、図3に示すように、複数の
座金付きナット3を埋設した軽量気泡コンクリートパネ
ル5を一方向に勾配させた型枠11の表面から所定間隔
を置いて位置させ、その状態で支持板付きセパレータ1
の支持棒9の一端の雄ねじ9bを座金付きナット3と螺
合し、一方、支持棒9の他端の雄ねじ9bを型枠11の
挿通孔11aに差し込み、その型枠11aを土台にして
軽量気泡コンクリートパネル5を支持する。このとき、
一対の支持板10を軽量気泡コンクリートパネル5及び
型枠11に確実に接触させておく。また、支持板付きセ
パレータ1の取付け状態は、その支持棒9が軽量気泡コ
ンクリートパネル5及び型枠11に対して直立した状態
が好ましい。更に、座金付きナット3の取付けは、少な
くとも軽量気泡コンクリートパネル5の表面の四隅に埋
設するようにするのが最適であるが、建築条件に合わせ
て取付け個数や取付け位置を適宜に設定するのがよい。As a method of constructing a concrete structure A of a building using the separator 1 with a support plate constructed as described above, for example, as shown in FIG. 3, a plurality of nuts 3 with washers are embedded. The lightweight cellular concrete panel 5 is placed at a predetermined distance from the surface of the formwork 11 that is inclined in one direction, and in that state, the separator 1 with a support plate is placed.
The male screw 9b at one end of the support rod 9 is screwed into the nut 3 with washer, while the male screw 9b at the other end of the support rod 9 is inserted into the insertion hole 11a of the mold 11, and the mold 11a is used as a base for lightweight. Support the cellular concrete panel 5. At this time,
The pair of support plates 10 are surely brought into contact with the lightweight cellular concrete panel 5 and the formwork 11. Further, the attached state of the separator 1 with a support plate is preferably such that the support rod 9 stands upright with respect to the lightweight cellular concrete panel 5 and the formwork 11. Furthermore, the washer nut 3 is optimally attached to at least four corners of the surface of the lightweight cellular concrete panel 5, but it is best to set the number of attachments and the attachment positions according to the construction conditions. Good.
【0024】尚、支持棒9の一端の雄ねじ9aの切り欠
き溝9cから支持板10までの長さ寸法は軽量気泡コン
クリートパネル5の厚さに相当するのがよい。そうする
ことによって、軽量気泡コンクリートパネル5を安定で
確実に支持することができると共に、軽量気泡コンクリ
ートパネル5から座金付きナット3が容易に抜け出るこ
とがなくなる。また、支持棒9の一対の支持板10の取
付け距離は、コンクリート厚さに相当するように設定す
るのが好ましく、任意の厚さで鉄筋コンクリート2の形
成が可能となる。尚、一対の支持板10の形状は特に限
定されるものではない。The length from the cutout groove 9c of the male screw 9a at one end of the support rod 9 to the support plate 10 is preferably equivalent to the thickness of the lightweight cellular concrete panel 5. By doing so, the lightweight cellular concrete panel 5 can be stably and reliably supported, and the nut 3 with washer does not easily come out from the lightweight cellular concrete panel 5. Moreover, it is preferable to set the attachment distance between the pair of support plates 10 of the support rods 9 so as to correspond to the concrete thickness, and the reinforced concrete 2 can be formed with an arbitrary thickness. The shape of the pair of support plates 10 is not particularly limited.
【0025】そして、支持板付きセパレータ1で軽量気
泡コンクリートパネル5及び型枠11とを支持した状態
で、軽量気泡コンクリートパネル5の表面から突出した
支持棒9の一端の雄ねじ9aに設けた切り欠き溝9cか
ら先端部までの一部分及び型枠11から突出した他端の
雄ねじ9bに、それぞれ種々の建築材と連結されたAL
C板用ホームタイ12及び型枠用ホームタイ13を螺合
し、鉄筋コンクリート2を形成した際の積載重量を保持
できるような状態にする。次に、その状態で、軽量気泡
コンクリートパネル5及び型枠11の間に生コンクリー
トを流し込んで養生し鉄筋コンクリート2を形成させ
る。With the separator 1 with a support plate supporting the lightweight cellular concrete panel 5 and the formwork 11, a notch provided in the male screw 9a at one end of the support rod 9 protruding from the surface of the lightweight cellular concrete panel 5. AL, which is connected to various building materials, on a part from the groove 9c to the tip and on the male screw 9b at the other end protruding from the mold 11 respectively.
The C-plate home tie 12 and the formwork home tie 13 are screwed together so that the loaded weight when the reinforced concrete 2 is formed can be held. Next, in that state, ready-mixed concrete is poured between the lightweight cellular concrete panel 5 and the formwork 11 and cured to form the reinforced concrete 2.
【0026】その後は、ALC板用ホームタイ12及び
型枠用ホームタイ13を取り除き、切り欠き溝9cから
先端部までの雄ねじ9の一部分を切除用パイプ(図示省
略)等を用いて被せるようにする。そして、その切除用
パイプを左右、上下、旋回等を繰り返して支持棒9の一
端の雄ねじ9aに設けた切り欠き溝9cを切断し、支持
棒9の一端の切り欠き溝9cから先端部までの雄ねじ9
の一部分を切除して軽量気泡コンクリートパネル5の表
面を面一状態にする。そして、軽量気泡コンクリートパ
ネル5の面一状態となった表面に防水材6を敷き詰め防
水処理を施し、型枠11を脱枠して建築物のコンクリー
ト構成物Aを構築するようにする。また、鉄筋コンクリ
ート2の裏面から突出した支持棒9の他端の雄ねじ9b
は、不必要であれば切除するようにしてもよい。After that, the home tie 12 for ALC plate and the home tie 13 for formwork are removed, and a part of the male screw 9 from the notch groove 9c to the tip is covered with a cutting pipe (not shown) or the like. To do. Then, the cutting pipe is repeatedly left and right, up and down, swiveled, etc. to cut the cutout groove 9c provided in the male screw 9a at one end of the support rod 9, and the cutout groove 9c from one end of the support rod 9 to the tip portion is cut. Male screw 9
Is cut off to make the surface of the lightweight cellular concrete panel 5 flush. Then, a waterproof material 6 is laid on the flush surface of the lightweight cellular concrete panel 5 for waterproofing, and the formwork 11 is unframed to construct the concrete structure A of the building. Also, the male screw 9b at the other end of the support rod 9 protruding from the back surface of the reinforced concrete 2
May be excised if unnecessary.
【0027】鉄筋コンクリート2の表面に軽量気泡コン
クリートパネル5を配設する場合には、軽量気泡コンク
リートパネル5が鉄筋コンクリート2から容易に離反等
しないように、予め軽量気泡コンクリートパネル5の周
縁等の所定箇所に、突出部分に係止部4aを有する複数
のタッピングビス等の固定部材4を厚さ方向にねじ込ん
で軽量気泡コンクリートパネル5の裏面から突出した状
態としておく。そうすることによって、軽量気泡コンク
リートパネル5と型枠11との空間に鉄筋コンクリート
2を形成させた時、タッピングビス等の固定部材4の係
止部4aは鉄筋コンクリート2と螺合して係止作用を発
揮することになり、鉄筋コンクリート2から軽量気泡コ
ンクリートパネル5が容易に離反等しなくなる。When arranging the lightweight cellular concrete panel 5 on the surface of the reinforced concrete 2, the lightweight cellular concrete panel 5 is preliminarily separated from the reinforced concrete 2 so that the lightweight cellular concrete panel 5 is not easily separated from the reinforced concrete 2. First, a plurality of fixing members 4 such as tapping screws each having a locking portion 4a on the protruding portion are screwed in the thickness direction so as to be projected from the back surface of the lightweight cellular concrete panel 5. By doing so, when the reinforced concrete 2 is formed in the space between the lightweight cellular concrete panel 5 and the formwork 11, the locking portion 4a of the fixing member 4 such as a tapping screw is screwed with the reinforced concrete 2 to have a locking action. As a result, the lightweight cellular concrete panel 5 is not easily separated from the reinforced concrete 2.
【0028】尚、支持板付きセパレータ1は、図4に示
すように、鉄筋コンクリート2内に浸される支持棒9の
所定箇所の外周面に種々の形状をした突起物9dを取付
けるようにしてもよい。そうすることによって、より一
層に支持板付きセパレータ1が鉄筋コンクリート2より
抜けにくくなり、軽量気泡コンクリートパネル5と鉄筋
コンクリート2とがより強固に固定されることになる。As shown in FIG. 4, the separator 1 with a supporting plate may be provided with projections 9d having various shapes on the outer peripheral surface of the supporting rod 9 immersed in the reinforced concrete 2 at a predetermined position. Good. By doing so, the separator with a support plate 1 becomes more difficult to come off than the reinforced concrete 2, and the lightweight cellular concrete panel 5 and the reinforced concrete 2 are more firmly fixed.
【0029】また、固定部材4は突出部分に係止部4a
を有するもので、図1に示すねじの他に、図5に示すよ
うに先端を矩形にして略L字型の係止部4aをもつ固定
部材4としてもよく、また、図6に示すように先端を略
T字型にした係止部4aをもつ固定部材4としてもよ
く、更には、図7に示すように先端又はその付近に球形
状のものを形成させた係止部4aをもつ固定部材4とし
てもよい。特に固定部材4が容易に脱落することなく、
且つ、軽量気泡コンクリートパネル5と鉄筋コンクリー
ト2とが離反することがないように、固定部材4の所定
箇所に引っ掛かりの作用を発揮する係止部4aをもたせ
たものであれば、固定部材4の形状は例記したものに限
定されるものでない。Further, the fixing member 4 has a locking portion 4a at the protruding portion.
In addition to the screw shown in FIG. 1, a fixing member 4 having a substantially L-shaped locking portion 4a having a rectangular tip as shown in FIG. 5 may be used as shown in FIG. The fixing member 4 may have a locking portion 4a having a substantially T-shaped tip, and further has a locking portion 4a having a spherical shape formed at or near the tip as shown in FIG. The fixing member 4 may be used. In particular, the fixing member 4 does not easily come off,
In addition, the shape of the fixing member 4 may be any one as long as the lightweight cellular concrete panel 5 and the reinforced concrete 2 do not separate from each other, provided with a locking portion 4a that exerts a catching action at a predetermined position of the fixing member 4. Is not limited to what is illustrated.
【0030】このように構築されたコンクリート構成物
Aを屋根土台とする場合には、防水処理を施した軽量気
泡コンクリートパネル5を野地板として用い、その表面
に和風瓦葺き、瓦棒葺き等の金属板葺き、スレート等を
用いた洋風屋根葺きを施して建築物の屋根構造を完成さ
せるようにすればよい。When the concrete structure A constructed in this way is used as a roof base, a lightweight cellular concrete panel 5 that has been subjected to waterproofing is used as a base plate, and the surface thereof is made of metal such as Japanese-style roofing or roofing tile roofing. The roof structure of the building may be completed by applying Western-style roofing using planks and slate.
【0031】床土台とする場合には、防水処理を施した
軽量気泡コンクリートパネル5を床板として用い、その
表面に下地材を介して間接的に、又は、下地材を使用せ
ずに直接的に化粧板、タイル類、絨毯、畳等の床張りを
行って内装処理を施すようにすればよい。床板を傾斜さ
せた構造にして映画館や劇場等に適用させることもで
き、また、その床板が地盤と水平となった建築物の床土
台を構築することもできる。When the floor base is to be used, the lightweight cellular concrete panel 5 that has been subjected to waterproofing is used as a floor board, and the surface thereof is indirectly connected via a base material or directly without using the base material. The interior treatment may be performed by applying a floor covering such as a decorative plate, tiles, carpet, and tatami mat. It is also possible to apply the structure to a movie theater, a theater, etc. by making the floor plate inclined, and to construct a floor base of a building in which the floor plate is horizontal with the ground.
【0032】壁土台とする場合には、防水処理を施した
軽量気泡コンクリートパネル5を外壁板又は内壁板とし
て用い、その表面に下地材を介して間接的に、又は、下
地材を使用せずに直接的に内外壁パネル、壁紙、タイル
等の内外装材を張って内外装処理を施すようにすればよ
い。When it is used as a wall base, the lightweight cellular concrete panel 5 that has been subjected to waterproofing is used as an outer wall plate or an inner wall plate, and the surface thereof is indirectly connected via a base material, or no base material is used. The interior / exterior treatment may be performed by directly applying interior / exterior material such as inner / outer wall panels, wallpaper, and tiles.
【0033】[0033]
【発明の効果】請求項1記載の建築物のコンクリート構
成物においては、鉄筋コンクリートと防水処理を施した
軽量気泡コンクリートパネルとが支持板付きセパレータ
と座金付きナットとの連結、及び、突出部分に係止部を
有する固定部材で確実に取り付けられているので容易に
位置ずれや離反することがなくなり、安定した建築物の
コンクリート構成物を構築することができる。In the concrete construction of the building according to claim 1, the reinforced concrete and the lightweight cellular concrete panel subjected to the waterproof treatment are connected to the separator with the support plate and the nut with the washer, and to the protruding portion. Since it is securely attached by the fixing member having the stop portion, it is not easily displaced and separated, and it is possible to construct a concrete concrete structure of a stable building.
【0034】請求項2記載の支持板付きセパレータにお
いては、軽量気泡コンクリートパネルと型枠とを安定し
た状態で確実に支持することができると共に、支持棒の
一端の切り欠き溝から先端部までの雄ねじの一部分を簡
単に迅速に切除できるので、軽量気泡コンクリートパネ
ルの表面を迅速に面一状態にすることができ、容易に防
水材を敷設して防水処理を施すことができる。そして、
軽量気泡コンクリートパネルに埋設した座金付きナット
に支持板付きセパレータの支持棒の一端の雄ねじを十分
に螺合するために、座金付きナットの雌ねじを長くする
必要がなくコストの削減を図ることができる。また、支
持板付きセパレータの支持棒の一端の雄ねじが軽量気泡
コンクリートパネルから容易に突出するので、軽量気泡
コンクリートパネルの座堀穴中で傾くことがなく、座金
付きナットを螺合させることが施工上容易となる。更
に、寸切りボルトの使用が不必要となるので部品点数の
削減をも図ることもできる。In the separator with a supporting plate according to the second aspect, the lightweight cellular concrete panel and the formwork can be reliably supported in a stable state, and at the same time from the notch groove at one end of the supporting rod to the tip end. Since a part of the male screw can be easily and quickly cut off, the surface of the lightweight cellular concrete panel can be quickly brought into a flush state, and a waterproof material can be easily laid and waterproofed. And
Cost can be reduced because it is not necessary to lengthen the female thread of the washer nut in order to sufficiently screw the male thread at one end of the support rod of the separator with a support plate into the nut with washer embedded in the lightweight cellular concrete panel. . Also, since the male screw at one end of the support rod of the separator with a support plate easily projects from the lightweight cellular concrete panel, it is possible to screw the nut with washer without tilting in the countersink hole of the lightweight cellular concrete panel. It becomes easier. Further, since it is not necessary to use the cut bolts, the number of parts can be reduced.
【0035】請求項3記載の支持板付きセパレータにお
いては、請求項2記載の支持板付きセパレータと同様な
効果を有し、それに加えて、鉄筋コンクリート内に支持
棒の突起物が埋設されて係止された状態となっているの
で、支持板付きセパレータの鉄筋コンクリート内からの
脱落防止の効果をより一層に高めることができる。The separator with a support plate according to claim 3 has the same effect as that of the separator with a support plate according to claim 2, and in addition, the protrusions of the support rod are embedded and locked in the reinforced concrete. In this state, the effect of preventing the separator with the support plate from falling out of the reinforced concrete can be further enhanced.
【図1】この発明に係る建築物のコンクリート構成物を
示す一部省略断面図。FIG. 1 is a partially omitted sectional view showing a concrete structure of a building according to the present invention.
【図2】支持板付きセパレータの外観を示す正面図。FIG. 2 is a front view showing the appearance of a separator with a support plate.
【図3】軽量気泡コンクリートパネルと型枠とを支持板
付きセパレータで支持した状態を示す一部省略断面図。FIG. 3 is a partially omitted cross-sectional view showing a state where a lightweight cellular concrete panel and a formwork are supported by a separator with a support plate.
【図4】他の支持板付きセパレータを用いた建築物のコ
ンクリート構成物の一部省略断面図。FIG. 4 is a partially omitted cross-sectional view of a concrete component of a building using another separator with a supporting plate.
【図5】建築物のコンクリート構成物に用いられる固定
部材の他の例を示す一部省略断面図。FIG. 5 is a partially omitted sectional view showing another example of a fixing member used for a concrete construction of a building.
【図6】建築物のコンクリート構成物に用いられる固定
部材の他の例を示す一部省略断面図。FIG. 6 is a partially omitted cross-sectional view showing another example of a fixing member used for a concrete structure of a building.
【図7】建築物のコンクリート構成物に用いられる固定
部材の他の例を示す一部省略断面図。FIG. 7 is a partially omitted cross-sectional view showing another example of a fixing member used for a concrete structure of a building.
【図8】従来例の建築物のコンクリート構成物を示す一
部省略断面図。FIG. 8 is a partially omitted sectional view showing a concrete structure of a building of a conventional example.
【図9】図8の主要部を拡大した一部省略断面図。FIG. 9 is a partially omitted cross-sectional view in which a main part of FIG. 8 is enlarged.
1 支持板付きセパレータ 2 鉄筋コンクリート 4 固定部材 4a 係止部 5 軽量気泡コンクリートパネル 9 支持棒 9a、9b 雄ねじ 9c 切り欠き溝 9d 突起物 10 支持板 1 Separator with support plate 2 Reinforced concrete 4 Fixing member 4a Locking part 5 Lightweight cellular concrete panel 9 Support rods 9a, 9b Male screw 9c Cutout groove 9d Projection 10 Support plate
Claims (3)
筋コンクリートの内部に抜け防止の支持板を含む部分が
埋設される支持板付きセパレータの端部で係止された軽
量気泡コンクリートパネルを配設する建築物のコンクリ
ート構成物において、 前記軽量気泡コンクリートパネルと前記鉄筋コンクリー
トとを、軽量気泡コンクリートパネルに予め挿通された
突出部分に係止部を有する固定部材と前記鉄筋コンクリ
ートを形成するコンクリートの硬化によって固定して構
築したことを特徴とする建築物のコンクリート構成物。1. A concrete for a building in which a lightweight cellular concrete panel locked at an end of a separator with a support plate in which a portion including a support plate for preventing slippage is embedded inside the reinforced concrete on the surface of the reinforced concrete In the composition, the lightweight cellular concrete panel and the reinforced concrete, the fixing member having a locking portion in the protruding portion previously inserted into the lightweight cellular concrete panel and fixed by curing the concrete forming the reinforced concrete, was constructed The concrete composition of the building characterized by.
切り末付近の外周面に支持板が取付けられた支持板付き
セパレータにおいて、 前記支持棒の少なくとも一端の雄ねじの略中間部の外周
面に切除可能となる切り欠き溝を設けたことを特徴とす
る支持板付きセパレータ。2. A separator with a support plate, in which a support plate is attached to the outer peripheral surface near the thread cutting ends of the male screw formed at both ends of the support rod, wherein the outer peripheral surface of at least one end of the support rod is substantially in the middle portion of the male screw. A separator with a support plate, which is provided with a cutout groove that can be cut off.
起物を取付けたことを特徴とする請求項2に記載の支持
板付きセパレータ。3. The separator with a support plate according to claim 2, wherein a protrusion is attached to an outer peripheral surface of the support rod near a substantially middle portion thereof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20203794A JPH0868143A (en) | 1994-08-26 | 1994-08-26 | Concrete structure for building and separator with support plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20203794A JPH0868143A (en) | 1994-08-26 | 1994-08-26 | Concrete structure for building and separator with support plate |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0868143A true JPH0868143A (en) | 1996-03-12 |
Family
ID=16450893
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20203794A Pending JPH0868143A (en) | 1994-08-26 | 1994-08-26 | Concrete structure for building and separator with support plate |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0868143A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4601081B1 (en) * | 2009-08-14 | 2010-12-22 | 株式会社 豊建設 | Formwork spacing holder, corrugated formwork and concrete structure |
CN109750773A (en) * | 2019-02-26 | 2019-05-14 | 甘肃安居建设工程集团有限公司 | Assembly concrete external wall integrated dry hanging plate and construction method |
-
1994
- 1994-08-26 JP JP20203794A patent/JPH0868143A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4601081B1 (en) * | 2009-08-14 | 2010-12-22 | 株式会社 豊建設 | Formwork spacing holder, corrugated formwork and concrete structure |
JP2011038348A (en) * | 2009-08-14 | 2011-02-24 | Yutaka Kensetsu:Kk | Spacing implement for form, stepped hole forming form, and concrete structure |
CN109750773A (en) * | 2019-02-26 | 2019-05-14 | 甘肃安居建设工程集团有限公司 | Assembly concrete external wall integrated dry hanging plate and construction method |
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