JPH1037357A - Reinforced concrete structure using formed body connecting type concrete form using dividable spacer member, manufacture thereof, and material of the form - Google Patents

Reinforced concrete structure using formed body connecting type concrete form using dividable spacer member, manufacture thereof, and material of the form

Info

Publication number
JPH1037357A
JPH1037357A JP23477796A JP23477796A JPH1037357A JP H1037357 A JPH1037357 A JP H1037357A JP 23477796 A JP23477796 A JP 23477796A JP 23477796 A JP23477796 A JP 23477796A JP H1037357 A JPH1037357 A JP H1037357A
Authority
JP
Japan
Prior art keywords
spacer member
end plate
divided
concrete
molded body
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.)
Granted
Application number
JP23477796A
Other languages
Japanese (ja)
Other versions
JP3721649B2 (en
Inventor
Yasuo Ishiyama
安夫 石山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ISHIYAMA KK
Original Assignee
ISHIYAMA KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ISHIYAMA KK filed Critical ISHIYAMA KK
Priority to JP23477796A priority Critical patent/JP3721649B2/en
Priority to TW086110169A priority patent/TW367385B/en
Priority to CN97197861A priority patent/CN1089396C/en
Priority to KR10-1999-7000460A priority patent/KR100468282B1/en
Priority to RU99103674/03A priority patent/RU2209277C2/en
Priority to PCT/JP1997/002534 priority patent/WO1998003746A1/en
Publication of JPH1037357A publication Critical patent/JPH1037357A/en
Application granted granted Critical
Publication of JP3721649B2 publication Critical patent/JP3721649B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8694Walls made by casting, pouring, or tamping in situ made in permanent forms with hinged spacers allowing the formwork to be collapsed for transport

Abstract

PROBLEM TO BE SOLVED: To improve working efficiency by forming a spacer member constituted of end plate parts and a web part connecting together both ends of the end plate parts, and inserting and fixing the end plate parts into formed bodies. SOLUTION: A formed body 1 made of foaming polyethylene, foaming polystyrene, or the like in which a continuous valley-like recessed part 51 is provided on the end face 2 of one side and a continuous ridge-like projecting part 52 is provided on the end face of the opposite side, is formed. Next straight pins are passed through a pin hole shaft provided on one split part of a spacer member 4 made of polyethylene, polypropylene, or the like and a pin hole shaft provided on the other split part so as to connect together them. Next, the end plate part 5 of the spacer member 4 is inserted and fixed into a groove hole 3 provided inward from the joint end face 2 of the formed body 1, and a concrete form constituted of the spacer member 4 and the formed bodies 1 is formed so as to form a wall structure integrated with reinforced concrete. Consequently, the wall of a building can be formed very quickly and simply.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、コンクリ−ト型枠、及
びコンクリ−ト型枠とコンクリ−トとが一体になった壁
構造物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete formwork and a wall structure in which the concrete formwork and the concrete are integrated.

【0002】[0002]

【従来の技術】近年、住宅を高断熱化、高気密化して住
宅の規格を上げるために、また、施工を容易にして住宅
建築価格の大幅なコストダウンを計る目的で、ツ−バイ
フォ−等の木造住宅の布基礎や、鉄筋コンクリ−ト建物
の壁を形成する為の、合成樹脂成形体組合せ式コンクリ
−ト型枠と、その型枠内に配筋された鉄筋と、その型枠
内に打たれ固められたコンクリ−トからなる建物用の壁
が注目され、その普及が大いに期待されている。
2. Description of the Related Art In recent years, for the purpose of increasing the standards of houses by increasing the insulation and airtightness of the houses, and for the purpose of facilitating construction and greatly reducing the cost of house construction, two-by-four, etc. Concrete formwork combined with synthetic resin molded body to form the cloth foundation of a wooden house or the wall of a reinforced concrete building, the reinforcing bars arranged in the formwork, and the inside of the formwork Attention has been paid to building walls made of hardened concrete which has been widely used.

【0003】そのような合成樹脂成形体の組合せ式コン
クリ−ト型枠には、大別すると、例えば特開平6−12
9099号に記載されるように、縁に接合端として凹凸
構造を有し、接合端から中心に向かってのびるT型断面
の溝を有している発泡ポリスチレン等の合成樹脂製のサ
イドパネル部材と、向かい合うサイドパネル部材同士の
間隔を固定する為に、そのサイドパネルの中に差込まれ
るスペ−サ−部材(このようなスペ−サ−部材は、機能
的には引張り力を受けるので引張り材であるが、本明細
書でもスペ−サ−部材と記載する)とを組立てて、型枠
を形成するものや、例えば特開平6−346536号に
記載されるように、向かい合ったパネル部材の間を橋渡
しする橋渡し部材がパネル部材に鋳込まれて一体の建築
物構成要素をなしているものを積み重ねて形成するもの
がある。
[0003] The combination type concrete formwork of such a synthetic resin molded body is roughly classified into, for example, Japanese Patent Application Laid-Open No. 6-12 / 1994.
As described in No. 9099, a side panel member made of a synthetic resin such as expanded polystyrene having a concave-convex structure as a joint end on an edge and having a T-shaped cross-sectional groove extending from the joint end toward the center. A spacer member inserted into the side panel in order to fix a gap between the side panel members facing each other. (Since such a spacer member is functionally subjected to a tensile force, a tension member is used. However, it is also referred to as a spacer member in this specification) to form a formwork, or as described in, for example, JP-A-6-346536, between facing panel members. Some bridge members are formed by stacking bridge members that are cast into a panel member to form an integral building component.

【0004】[0004]

【発明が解決しようとする課題】しかし、建築物のコン
クリ−トには鉄筋が埋め込まれるので、特開平6−12
9099号に記載される部材を用いて形成されるコンク
リ−ト型枠も、特開平6−346536号に記載される
構成要素を用いて形成されるコンクリ−ト型枠も、通常
はそれぞれスペ−サ−部材又は橋渡し部材の所定場所
に、鉄筋を配筋する作業も必要である。
However, since a reinforcing bar is embedded in the concrete of a building, Japanese Patent Laid-Open No. 6-12 / 1994.
Both the concrete form formed by using the member described in Japanese Patent No. 9099 and the concrete form formed by using the components described in Japanese Patent Application Laid-Open No. 6-346536 are usually each made of a space. An operation of arranging a reinforcing bar at a predetermined position of the surging member or the bridging member is also required.

【0005】ここで、合成樹脂製のパネル部材を繋ぎ合
わせ又はつみあげてコンクリ−ト型枠を造ってしまって
からでは、側面が開いている直線的な壁用の型枠でない
限り長い鉄筋を差込むことは困難であるので、合成樹脂
製のパネル部材を一段形成しスペ−サ−部材又は橋渡し
部材が所定位置に装着されたら、次に鉄筋を入れる作業
を行わなくてはならない。
[0005] Here, after a panel member made of synthetic resin is joined or picked up to form a concrete form, long rebars are not inserted unless the form is for a straight wall having open side surfaces. Since it is difficult to insert the reinforcing member, once the panel member made of synthetic resin is formed and the spacer member or the bridging member is mounted at a predetermined position, it is necessary to perform an operation of inserting a reinforcing bar next.

【0006】更に、鉄筋が一段のパネル部材に対して複
数段で入れられなければならない場合には、鉄筋の装着
とスペ−サ−部材との挿入とを同時に行わなければなら
ない。また、複数段のパネル部材にまたがって、予め溶
接や針金どめ等で格子状等に組立てた鉄筋を配筋するこ
とも不可能である。
Further, when the reinforcing bar must be inserted in a plurality of levels with respect to one panel member, the mounting of the reinforcing bar and the insertion of the spacer member must be performed simultaneously. Also, it is impossible to arrange reinforcing bars that are assembled in a grid or the like by welding, wire fastening, or the like over a plurality of panel members.

【0007】このように合成樹脂製のパネル部材の積み
上げと鉄筋の装着とを交互に行わなければならないこ
と、更にこれらを交互に行ったとしても、型枠形成のた
めに向かい合うパネル部材の壁が両方とも同じ高さであ
るならば、配筋作業が面倒であること、及び予め組立た
鉄筋の配筋が出来ないことは、建築費のコストダウンを
目的の一つとしているこのようなコンクリ−ト構造物に
とっては、施工上の大きな欠点である。
[0007] As described above, the stacking of the synthetic resin panel members and the mounting of the reinforcing bars must be performed alternately, and even if these are performed alternately, the walls of the panel members facing each other for forming the formwork may not be formed. If both are at the same height, the rebar arrangement work is troublesome and the inability to arrange rebars pre-assembled reinforces such concrete, which is one of the objectives of reducing construction costs. This is a major drawback for the construction of the building.

【0008】[0008]

【課題を解決する手段】本発明者は、上記の問題を解決
すべく鋭意研究した結果、スペ−サ−部材を分割可能に
して、コンクリ−ト型枠の一方の壁をしたから上まで完
成させ、次に鉄筋を配筋し、次にコンクリ−ト型枠のも
う一方の壁を下から上まで完成させることにより上記の
様な問題点のない施工が可能になり、従って鉄筋設置の
作業が格段に容易になることを発見し、本発明を完成さ
せた。
The inventor of the present invention has made intensive studies to solve the above problems, and as a result, has made it possible to divide the spacer member and complete one of the walls of the concrete form from the top. Then, rebars are arranged, and then the other wall of the concrete formwork is completed from the bottom to the top, so that the above-mentioned problem-free construction can be performed, and therefore, the work of installing the rebars can be performed. Has been found to be significantly easier, and the present invention has been completed.

【0009】即ち、本発明の一つは、 (a) イ) 複数個を繋ぎあわせるために端面を互いに相
補的にかみあう形状とした、コンクリ−ト型枠の対向面
を形成するための成形体、ロ ) 該対向面間の間隔を保つ為に使用され、少なくとも
1個のプレ−トを含む端プレ−ト部と、端プレ−ト部を
両端としてその間をつなぐ為のウェブ部からなるスペ−
サ−部材、を含んでおり、該スペ−サ−部材の端プレ−
ト部が該成形体中に鋳込まれているか、又は該スペ−サ
−部材の端プレ−ト部を該成形体に挿入する為に、該成
形体が、該端プレ−ト部の断面に対応する断面形状の、
該端面から中心方向に向かう溝穴を有しており、該分割
ウェブ部が、該端プレ−ト部とは一体であってウェブ部
に於て連結手段を有している為に連結可能に二以上に分
割されているか、又は該端プレ−ト部とは一体でなく該
プレ−ト部との間に連結手段を有している為に該プレ−
ト部に対し連結可能であることを特徴とするコンクリ−
ト用型枠材料で形成された型枠と、 (b) 該型枠内に配筋された鉄筋と、 (c) 該型枠と一体化された構造物を形成するように、
該型枠内に打たれ固化したコンクリ−トとを含み、必要
ならば該型枠材料のうちの不要な部分を除去した、建物
の基礎、鉄筋コンクリ−ト建物の壁、鉄筋コンクリ−ト
塀、鉄筋コンクリ−ト地下室の壁等の、鉄筋コンクリ−
ト構造物を提供することである。
That is, one aspect of the present invention is to provide: (a) a) a molded body for forming an opposing surface of a concrete mold, the end surfaces of which are engaged with each other in a complementary manner so as to connect a plurality of them. B) an end plate portion used to maintain an interval between the facing surfaces and including at least one plate, and a web portion for connecting the end plate portion at both ends. −
An end press of the spacer member.
The molded part is cast into the molded body, or the molded body is formed in a cross section of the end plate in order to insert the end plate part of the spacer member into the molded body. Of the cross-sectional shape corresponding to
It has a slot extending from the end face toward the center, so that the divided web portion is integral with the end plate portion and has connection means at the web portion so that it can be connected. The plate is divided into two or more, or the end plate is not integral with the plate but has connecting means between the plate and the end plate.
Concrete that can be connected to the
(B) reinforcing bars arranged in the mold, and (c) forming a structure integrated with the mold.
Building foundation, reinforced concrete building wall, reinforced concrete fence, including, if necessary, unnecessary portions of the formwork material, the concrete being beaten and solidified in the formwork. Reinforced concrete Reinforced concrete such as basement walls
To provide a structure.

【0010】本発明のもう一つは、イ ) 複数個を繋ぎあわせるために端面を互いに相補的に
かみあう形状とした、コンクリ−ト型枠の対向面を形成
するための成形体、ロ ) 該対向面間の間隔を保つ為に使用され、少なくとも
1個のプレ−トを含む端プレ−ト部と、端プレ−ト部を
両端としてその間をつなぐ為のウェブ部からなるスペ−
サ−部材、を含んでおり、該スペ−サ−部材の端プレ−
ト部が該成形体中に鋳込まれているか、又は該スペ−サ
−部材の端プレ−ト部を該成形体に挿入する為に、該成
形体が、該端プレ−ト部の断面に対応する断面形状の、
該端面から中心方向に向かう溝穴を有しているコンクリ
−ト用型枠材料に於て、該ウェブ部が、該端プレ−ト部
とは一体であってウェブ部に於て連結手段を有している
為にウェブ部に於て連結可能に二以上に分割されている
か、又は該端プレ−ト部とは一体でなく該プレ−ト部と
の間に連結手段を有している為に該端プレ−ト部に対し
連結可能であることを特徴とする該成形体と該分割可能
なスペ−サ−部材の組み合わせからなるコンクリ−ト用
型枠材料、及びそこで用いられる分割可能なスペ−サ−
部材を提供することである。
Another object of the present invention is to provide a molded article for forming an opposing face of a concrete form, the end faces of which are engaged with each other in a complementary manner for joining a plurality of pieces. A space which is used to maintain a space between the opposing surfaces and includes an end plate portion including at least one plate, and a web portion for connecting the end plate portion at both ends.
An end press of the spacer member.
The molded part is cast into the molded body, or the molded body is formed in a cross section of the end plate in order to insert the end plate part of the spacer member into the molded body. Of the cross-sectional shape corresponding to
In a concrete form material having a slot extending from the end face toward the center, the web portion is integral with the end plate portion and the connecting means is provided at the web portion. It is divided into two or more so that it can be connected at the web part because it has, or it has a connecting means between the end plate part and the plate part without being integral with it. Concrete formwork material comprising a combination of the molded body and the divisible spacer member, which can be connected to the end plate part, and the dividable material used therein Spacer
It is to provide a member.

【0011】本発明の更にもう一つは、上記のコンクリ
−ト型枠材料を用いて、分割されているスペ−サ−部材
を有する片側の型枠部分を形成し、鉄筋を型枠内部とな
るべき位置に配筋し、上記のコンクリ−ト型枠材料を用
いて、もう一方の対応する分割されているスペ−サ−部
材を有する反対側の型枠部分を形成し、分割されたスペ
−サ−部材の相互を連結する手段によって、分割されて
いるスペ−サ−部材を連結して型枠を完成し、型枠内に
コンクリ−トを打つ、以上の段階を含む、建物の基礎、
鉄筋コンクリ−ト建物の壁や床、鉄筋コンクリ−ト塀、
鉄筋コンクリ−ト地下室の壁等の、鉄筋コンクリ−ト構
造物の製造方法を提供することである。
Still another aspect of the present invention is to form a mold part on one side having a divided spacer member by using the above-described concrete mold material, and to connect a reinforcing bar to the inside of the mold. Arrange the reinforcement in the desired position and use the above-described concrete form material to form an opposite form part with the other corresponding divided spacer member, and The foundation of a building, including the above steps, of connecting the divided spacer members to complete the form by means of connecting the members together and stamping the form within the form; ,
Reinforced concrete building walls and floors, reinforced concrete fences,
It is an object of the present invention to provide a method of manufacturing a reinforced concrete structure, such as a reinforced concrete basement wall.

【0012】[0012]

【実施例】以下、図面を参照しながら本発明を説明す
る。スペ−サ−部材の成形体への取り付け方法 成形体に対するスペ−サ−部材の一端の取り付けは、一
つには、図1に示されるように、成形体1の内側平面上
に接合端面2から内部に向かって設けられている対応断
面形状の溝穴3へ、スペ−サ−4の端プレ−ト部5を成
形体1の該接合端面2での繋ぎあわせ前に挿入固定する
ことによってなされる。例えば、端プレ−ト部がT字形
の断面のときは、図2に示されるように、接合端面2か
らみてT字形の溝穴3(T字の足の部分が成形体の内側
表面に溝を形成する)が形成され、そこにスペ−サ−部
材4の端プレ−ト部5が挿入される。コンクリ−トを流
し込むときにはコンクリ−ト型枠をなす成形体1には非
常に大きな圧力がかかるので、これに耐える為に、スペ
−サ−部材4の端プレ−ト部5が、ウェブ部6に対し直
角の面を有する、成形体溝穴挿入用プレ−ト7を少なく
とも一つ有するのが好ましい。成形体溝穴挿入用プレ−
ト7が一端に2枚あると、スペ−サ−部材4による成形
体1の固定効果はずっと優れたものになる。成形体溝穴
3は、スペ−サ−部材4の端プレ−ト部5に対応した断
面形状を有する。成形体の溝穴3は、プレ−ト7の長さ
によって、また成形体の強度によって、図1のように成
形体の上端から中間までのびているもの、及び成形体の
上端から下端までのびているものがある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings. Attaching the spacer member to the molded body One end of the spacer member attached to the molded body includes, as shown in FIG. By inserting and fixing the end plate portion 5 of the spacer 4 before joining at the joining end surface 2 of the molded body 1 into the slot 3 having a corresponding cross-sectional shape provided inward from the inside. Done. For example, when the end plate has a T-shaped cross section, as shown in FIG. 2, a T-shaped slot 3 (a T-shaped foot portion is Is formed, and the end plate portion 5 of the spacer member 4 is inserted therein. When the concrete is poured, a very large pressure is applied to the molded body 1 forming the concrete form, and in order to withstand this, the end plate portion 5 of the spacer member 4 is replaced with the web portion 6. It is preferable to have at least one molded-slot insertion plate 7 having a surface perpendicular to the above. Pre-press for molding slot insertion
If two ends 7 are provided at one end, the effect of fixing the molded body 1 by the spacer member 4 will be much better. The molded product slot 3 has a sectional shape corresponding to the end plate portion 5 of the spacer member 4. Depending on the length of the plate 7 and the strength of the molded body, the slot 3 of the molded body extends from the upper end to the middle of the molded body as shown in FIG. 1 and extends from the upper end to the lower end of the molded body. There is something.

【0013】成形体に対するスペ−サ−部材の一端の取
り付けは、別の方法では、図3に示されるように、各成
形体1に、それに対応する分割されたスペ−サ−の一方
の端プレ−ト部5を鋳込んで一体化することによってな
される。
Attachment of one end of the spacer member to the molded body is, in the alternative, as shown in FIG. 3, each molded body 1 is provided with one end of a corresponding divided spacer. This is performed by casting and integrating the plate portion 5.

【0014】スペ−サ−部材 イ)材質 スペ−サ−部材4の材質は、ポリエチレン、ポリプロピ
レン、ABS樹脂、その他のプラスチック、又は金属な
どの剛性のある材質の材料である。
Spacer member a) Material The material of the spacer member 4 is a rigid material such as polyethylene, polypropylene, ABS resin, other plastics, or metal.

【0015】ロ)分割スペ−サ−部材の分割位置と分割
スペ−サ−部材4の分割位置は、ウェブ部6のどこでも
よく、又はウェブ部6と端プレ−ト部5との間でもかま
わない。また、少なくとも1ヶ所分割されていればよい
が、2ヶ所以上分割されていてもよい。
B) Division position and division of division spacer members
The division position of the several spacer members 4 may be anywhere on the web portion 6 or between the web portion 6 and the end plate portion 5. In addition, it is sufficient if it is divided into at least one place, but it may be divided into two or more places.

【0016】ハ)分割スペ−サ−部材の連結手段 分割スペ−サ−部材4の連結手段としては、次のものが
考えられる。 (i) 図4に示すように、スペ−サ−部材4の一方の分
割部分に1ヶ所以上設けられたピン穴11の軸と、もう
一方の分割部分に1ヶ所以上設けられたピン穴12の軸
とをそろえて、一本の直線ピン13をそれらの穴に通し
て止める連結手段。この方法は、1ヶ所のピン差込みの
みによって連結が可能であるので、簡単である。また、
図5に示すように、ピン穴11,11'及び12,12'
の様に互い違いに複数のピン穴を設ければ、縦のズレを
防止することが出来る。 (ii) 図6に示すように、それぞれ、スペ−サ−部材の
一方の分割部分に1ヶ所以上設けられたピン穴14〜1
6と、もう一方の分割部分に1ヶ所以上設けられたピン
穴17〜19とへ、1個又は必要個の逆U字型又はコの
字型の連結棒20〜22のそれぞれの脚部23〜25
と、26〜28を差込むことからなる連結手段。この方
法は、連結棒20〜22の2ヶ所の差込みのみによって
連結が可能であるので、簡単である。また、逆U字型又
はコの字型の基部の長さを変えるだけでそれ以外のスペ
−サ−部材は同じものを用いて、コンクリ−ト壁の厚み
の変化に対応できる利点を有する。 (iii)スペ−サ−部材の一方の分割部分ともう一方の分
割部分とを針金止めする連結手段(図示なし)。この場
合は、スペ−サ−部材は針金止めする場所さえあればよ
い。 (iv) 図7に示すように、スペ−サ−部材4の一方の分
割部分ともう一方の分割部分に設けた、外方に反発力あ
る二俣楔状物31を内方に押し付けて寄せながら一定長
さの穴32に挿入していくと二俣楔状物31の外方に突
出したストッパ−33の穴通過位置で二俣楔状物31が
外に広がりストッパ−33が作用して、意図的に内方に
寄せて抜かない限り抜けなくなる連結手段。又は、図8
に示すように、スペ−サ−部材4の一方の分割部分に設
けられた凸状形の部分41を、もう一方の分割部分に設
けられた凹状形又は穴状の部分42へスナップ止めする
連結手段。このような構造のものは、プラスチック成形
により簡単に製造することが出来、十分な固定力が得ら
れさえすれば、別途ピンや連結棒を要することなく簡単
に連結出来る。 (v) 図9に示すように、スペ−サ−部材4の一方の分
割部分ともう一方の分割部分とをビス止めする連結手
段。 (vi) 図10に示すように、スペ−サ−部材4の一方の
分割部分に設けられた断面凸状の部分を、もう一方の分
割部分に設けられた溝状部分46へ差込んで止める連結
手段。この場合も、別途ピンや連結棒を要することなく
連結出来る。
C) Means for connecting divided spacer members As means for connecting the divided spacer members 4, the following are conceivable. (i) As shown in FIG. 4, a shaft of a pin hole 11 provided at one or more places in one divided part of the spacer member 4 and a pin hole 12 provided at one or more places in the other divided part. Connecting means for aligning one axis with the axis and for stopping one linear pin 13 through the holes. This method is simple because the connection can be made by inserting only one pin. Also,
As shown in FIG. 5, the pin holes 11, 11 'and 12, 12'
If a plurality of pin holes are provided alternately as described above, vertical displacement can be prevented. (ii) As shown in FIG. 6, pin holes 14 to 1 provided at one or more locations in one of the divided portions of the spacer member, respectively.
6 and one or more required U-shaped or U-shaped connecting rods 20 to 22 into one or more pin holes 17 to 19 provided in one or more other divided portions. ~ 25
And connecting means consisting of inserting 26-28. This method is simple because the connection can be made only by inserting the connection rods 20 to 22 at two places. Another advantage is that only the length of the base of the inverted U-shape or U-shape is changed, and the other spacer members are the same, so that the thickness of the concrete wall can be changed. (iii) connecting means (not shown) for wire-fixing one divided portion and the other divided portion of the spacer member. In this case, the spacer member only needs to be a place where the wire is clamped. (iv) As shown in FIG. 7, an outwardly repelling Futamata wedge-shaped object 31 provided on one divided portion and the other divided portion of the spacer member 4 is pressed inward and fixed. When inserted into the hole 32 of the length, the Futama wedge 31 spreads outward at the hole passing position of the stopper 33 protruding outward of the Futama wedge 31 and the stopper 33 acts to intentionally inward. A connecting means that will not come out unless it is brought close to Or FIG.
As shown in FIG. 2, a connection for snapping a convex portion 41 provided on one divided portion of the spacer member 4 to a concave or hole-shaped portion 42 provided on the other divided portion. means. Such a structure can be easily manufactured by plastic molding, and can be easily connected without a separate pin or connecting rod as long as a sufficient fixing force can be obtained. (v) As shown in FIG. 9, connecting means for screwing one divided portion of the spacer member 4 and the other divided portion. (vi) As shown in FIG. 10, a portion having a convex cross section provided in one divided portion of the spacer member 4 is inserted into a groove-shaped portion 46 provided in the other divided portion and stopped. Connection means. Also in this case, the connection can be performed without requiring a separate pin or connection rod.

【0017】更に、分割スペ−サ−部材4の連結手段を
説明すると、図4〜10に示されるように、本発明の一
具体例のスペ−サ−部材4は、端プレ−ト部5、ウェブ
部6、及び連結手段(11/12/13、14/23
等、31/32/33、41/42、43、45/4
6)を有している。連結手段の一例は、金属製又はプラ
スチック製の連結ピン13と、連結ピンを通すそれぞれ
の分割部分に設けられたピン通し穴11及び12からな
っている。それぞれの分割部分が回転しないように、例
えばピン13の断面及びピン通し穴11、12の断面を
多角形にしたり、ピンのまわりに例えばピン通し穴11
及び12の重なりあう部分にストッパ−等の回転防止手
段(図示なし)を設けることも容易に行い得ることであ
るが、そのような回転防止をしなくてもコンクリ−トを
打込んだときの液圧による型枠を外方に押し広げようと
する力への対抗には十分である。
Further, the connecting means of the divided spacer members 4 will be described. As shown in FIGS. 4 to 10, the spacer member 4 according to one embodiment of the present invention has an end plate 5 , Web part 6, and connecting means (11/12/13, 14/23)
Etc., 31/32/33, 41/42, 43, 45/4
6). An example of the connecting means includes a connecting pin 13 made of metal or plastic, and pin through holes 11 and 12 provided in respective divided portions through which the connecting pin passes. For example, the cross section of the pin 13 and the cross section of the pin through-holes 11 and 12 may be made polygonal so that the respective divided portions do not rotate, or the pin through-hole 11 may be formed around the pin.
It is also possible to easily provide a rotation preventing means (not shown) such as a stopper at the overlapping portion of the steps 12 and 12. However, even if the concrete is driven in without such rotation prevention. It is sufficient to counteract the force of pushing the formwork outward by hydraulic pressure.

【0018】図5は、図4のピン通し穴11、12を互
い違いに上下複数段に分けて、連結部に於ける上下のズ
レを防止した具体例である。
FIG. 5 shows a specific example in which the pin through holes 11 and 12 in FIG. 4 are alternately divided into a plurality of upper and lower stages to prevent a vertical displacement in a connecting portion.

【0019】図6は、ウェブ部6が互に接触するほど迄
近づいておらず、ウェブ部6に設けられた通し穴14、
15、16及び17、18、19に逆U字形又はコの字
形の連結棒20、21、22の脚部23、24、25及
び26、27、28を通すことによって連結がなされて
いる具体例である。図では、安定した強度を得る為に、
3ヶ所連結棒が通されているが、1ヶ所以上のものも可
能である。この具体例は見方を変えて、端プレ−ト部5
と一体のウェブ部が存在せず、連結棒20、21、2を
ウェブ部6であると考えると、ウェブ部6と端プレ−ト
部5との間に連結手段が存在することになる。従って、
図6の図面で、端プレ−ト部5に直接通し穴14、1
5、16及び17、18、19が設けられていて、その
穴に連結棒20、21、22が通されるような場合も、
本発明の範囲に含まれる。また、連結棒が柔軟性を有す
る針金である場合(図示なし)も本発明の範囲に含まれ
る。図6の具体例では、連結棒20、21、22の長さ
を変えることによってコンクリ−トの幅の変化に対応で
きる利点、及び、同じ形の分割部分のスペ−サ−部材を
使用することが出来る利点を有している。
FIG. 6 shows that the web portions 6 are not approaching each other so that they contact each other.
A specific example in which the connection is made by passing the legs 23, 24, 25 and 26, 27, 28 of the inverted U-shaped or U-shaped connection rods 20, 15, and 17, 18, 19 into the inverted rods. It is. In the figure, to obtain a stable strength,
Although three connecting rods are passed, one or more connecting rods are also possible. In this specific example, from a different point of view, the end plate 5
If the connecting rods 20, 21 and 2 are considered to be the web part 6 without the integral web part, the connecting means exists between the web part 6 and the end plate part 5. Therefore,
In the drawing of FIG.
5, 16 and 17, 18 and 19 are provided, and the connecting rods 20, 21 and 22 are passed through the holes.
It is included in the scope of the present invention. The case where the connecting rod is a flexible wire (not shown) is also included in the scope of the present invention. The embodiment of FIG. 6 has the advantage that the width of the concrete can be accommodated by changing the length of the connecting rods 20, 21 and 22, and that the spacer members of the same shape are used. Has the advantage that

【0020】図7は、外方に反発力ある二俣楔状物31
を内方に押し付けて寄せながら一定長さの穴32に挿入
していくと二俣楔状物31の外方に突出したストッパ−
33の穴通過位置で二俣楔状物31が外に広がりストッ
パ−33が作用して、意図的に二俣楔状物31を互に寄
せて抜かない限り抜けなくなる連結手段を示している。
FIG. 7 shows an outwardly repelling Futamata wedge 31.
Is pressed inward and inserted into a hole 32 of a certain length while being brought close to the stopper 32.
The connection means which the futama wedge 31 spreads outward at the hole passing position 33 and the stopper 33 acts to prevent the futama wedge 31 from coming off unless the futama wedge 31 is intentionally brought together and pulled out.

【0021】図8、図9、図10は、それぞれ、スナッ
プ型、ビスどめ/リベットどめ/かしめどめ型、及び相
互差込み型の分割スペ−サ−の連結手段を例示してい
る。
FIG. 8, 9 and 10, respectively, a snap-type, bis time / Rivet time / caulking time type, and mutual bayonet type division space - illustrates the coupling means - Sa .

【0022】ニ)スペ−サ−部材の他の機能 スペ−サ−部材4と成形体1とからなるコンクリ−ト型
枠は、コンクリ−トが固まった後にも除去されることな
く、鉄筋コンクリ−トと一体の壁構造体を形成する。し
たがってスペ−サ−部材4の端プレ−ト部5の最も外側
のプレ−トを外側表面に露出するように、スペ−サ−部
材の端プレ−ト部挿入用の穴を成形体に設ける(図示な
し)か又はスペ−サ−部材を成形体に埋め込めば、スペ
−サ−部材4の内側表面又は外側表面をなすプレ−トに
は、内装材又は外装材の取り付け用の雌ネジ穴等を設け
たり、内装材又は外装材等を釘、ネジ、接着剤等で取り
付けることが可能である。例えば、スペ−サ−部材の成
形体中に挿入されるプレ−トの更に外側にプレ−トを設
け上端でコの字形につなぎ、成形体にはそのつなぎの部
分を収容する切り欠きを設けて内側又は外側表面をなす
プレ−トとすることが考えられる。また、スペ−サ−部
材4のウェブ部6には、鉄筋を保持しやすいように、突
起や凹部を設けることが出来る。また、スペ−サ−部材
4は、複数本の組立体として販売される鉄筋を収容する
ためには、ウェブ部が大きなU字形をしていて(図示な
し)U字の空所部分で組立鉄筋を支持すると都合が良
い。
(D) Other functions of the spacer member The concrete formwork comprising the spacer member 4 and the molded body 1 is not removed even after the concrete is hardened, and the reinforcing concrete is not removed. Forming a wall structure integral with the port. Therefore, a hole for inserting the end plate portion of the spacer member is provided in the molded body so that the outermost plate of the end plate portion 5 of the spacer member 4 is exposed on the outer surface. (Not shown) or if the spacer member is embedded in the molded product, the plate forming the inner or outer surface of the spacer member 4 has a female screw hole for attaching an interior material or an exterior material. Or the like, or an interior material or an exterior material can be attached with a nail, a screw, an adhesive, or the like. For example, a plate is further provided outside the plate inserted into the molded body of the spacer member, is connected in a U-shape at the upper end, and the molded body is provided with a notch for accommodating the joint portion. The inner or outer surface may be a plate. Further, the web portion 6 of the spacer member 4 can be provided with a projection or a concave portion so as to easily hold the reinforcing bar. Further, the spacer member 4 has a large U-shaped web portion (not shown) for accommodating a reinforcing bar sold as a plurality of assemblies. It is convenient to support.

【0023】成形体 イ)材質 成形体1の材質は、発泡ポリスレチン、発泡ポリエチレ
ン、発泡ポリウレタン等が好ましい。大鋸屑等をかため
た木質系の成形品を用いることも出来る。また、型枠の
片側を上記の様な発泡体の成形体とし、型枠の反対側を
コンクリ−ト成形体とすることもできる。例えば、壁の
外側がコンクリ−ト、内側を断熱材としたい場合に、そ
のような型枠が適している場合がある。
Molded Article A) Material The material of the molded article 1 is preferably polystyrene, foamed polyethylene, foamed polyurethane or the like. It is also possible to use a wooden molded product made up of sawdust and the like. Alternatively, one side of the mold may be a molded article of the above foam, and the other side of the mold may be a concrete molded article. For example, if the outside of the wall is to be made of concrete and the inside of the wall is to be made of heat insulating material, such a form may be suitable.

【0024】ロ)成形体の端部の形状 成形体と成形体の繋ぎ目は、コンクリ−トがもれないも
のでなければならない。従って、一般には、図1〜3及
び図11〜13に示すように、各成形体1は一方の辺の
端面2に連続した谷状の凹部51を、その反対側の辺の
端面に連続した峰状の凸部52を、相補的な形状で有し
ており、一般に、繋ぎ目の結合力を増す為に、連続した
峰状の凸部は峰上の所々に多角柱形又は円柱形の一段高
い凸部53を有し、それに対応して連続した谷状の凹部
も谷上の所々に多角柱形又は円柱形の一段窪んだ凹部5
4を有するのが好ましい。成形体の端面をつなぐための
連続する凸部と凹部の形状の種々の例を図11〜13に
示す。
B) Shape at the end of the molded article The joint between the molded articles must be one that does not leak concrete. Therefore, in general, as shown in FIGS. 1 to 3 and FIGS. 11 to 13, each molded body 1 has a valley-shaped concave portion 51 continuous with the end surface 2 on one side and an end surface on the opposite side. The peak-shaped convex portion 52 has a complementary shape. In general, in order to increase the joint force of the joint, the continuous peak-shaped convex portion has a polygonal column shape or a cylindrical shape at various places on the peak. A valley-shaped concave portion having a stepped ridge 53 and a continuous valley-shaped concave portion corresponding thereto is also provided with a polygonal columnar or columnar concaved portion 5 at some places on the valley.
It is preferred to have 4. FIGS. 11 to 13 show various examples of shapes of continuous convex portions and concave portions for connecting the end faces of the molded body.

【0025】コンクリ−ト壁の製造工程 本発明の型枠を用いるコンクリ−ト壁の製造工程の一つ
は以下の通りである。まず、上に記載の本発明のコンク
リ−ト型枠材料を用いて、分割されているスペ−サ−部
材の一つの端プレ−ト部を含む部分を有する片側の型枠
部分を形成する。次に、鉄筋を型枠内部となるべき位置
に配筋しする。ここで、鉄筋の配筋は型枠部分の反対側
から容易に行うことが出来、スペ−サ−部材も配筋の妨
げにならない。配筋後、分割されたスペ−サ−部材の相
互を連結手段によって連結しながら、上記の本発明コン
クリ−ト型枠材料を用いて、もう一方の対応する分割さ
れているスペ−サ−部材を有する反対側の型枠部分を形
成する。次に完成した型枠内にコンクリ−トを打つ。一
般には、このようにして完成した、建物の基礎、鉄筋コ
ンクリ−ト建物の壁や床、鉄筋コンクリ−ト塀、鉄筋コ
ンクリ−ト地下室の壁等の構造体は、型枠と鉄筋コンク
リ−トからなるものであるが、そのあとで型枠をなす成
形体の一部又は全部を除去した構造体も、又は型枠をな
す成形体の一部又は全部を除去する段階を含んでいる鉄
筋コンクリ−ト構造物の製造方法も、本発明の範囲内に
含まれると解釈されるべきである。
Process for Manufacturing Concrete Wall One of the processes for manufacturing a concrete wall using the formwork of the present invention is as follows. First, using the concrete mold material of the present invention described above, a mold part on one side having a part including one end plate part of a divided spacer member is formed. Next, a reinforcing bar is arranged at a position to be inside the formwork. Here, the reinforcing bars can be easily arranged from the opposite side of the formwork portion, and the spacer members do not hinder the arrangement of the reinforcing bars. After the reinforcing bars are arranged, the other divided spacer members are connected to each other by using the above-described concrete formwork material of the present invention while connecting the divided spacer members to each other by connecting means. To form an opposite mold section. Next, concrete is hit in the completed formwork. In general, the structures completed in this manner, such as the foundation of the building, the walls and floors of the reinforced concrete building, the reinforced concrete fence, the walls of the reinforced concrete basement, etc., are made of formwork and reinforced concrete. But also a structure in which part or all of the molded body forming the mold is removed thereafter, or a reinforcing steel concrete method including a step of removing a part or all of the molded body forming the formwork. The method of manufacturing the gate structure should also be construed as falling within the scope of the present invention.

【0026】[0026]

【本発明の効果】[Effects of the present invention]

1)コンクリ−ト型枠の両方の壁が出来ていない状態、
即ち片方の壁のみ完成した状態で取り付けられているス
ペ−サ部材により妨げられることなく配筋作業が出来る
ので、施工上の作業能率が良い。 2)分割スペ−サ−部材の連結方法によっては、コンク
リ−ト型枠の一方の壁と他方の壁の多少の位置のずれを
許容できる。 3)造られたコンクリ−ト壁は、コンクリ−ト型枠が完
成後断熱材をなし、そしてスペ−サ−部材が内装、外装
の取り付け下地や塗装の下地を兼ねたり、下地の固定場
所を与えることも出来るので、型枠の取外し作業、断熱
材を挿入又は張付る作業、及び内装、外装の為の取り付
け下地や塗装用の下地又は下地の固定場所を張付け又は
取り付ける作業が不要となって、極めて迅速かつ簡単な
建物壁面の完成が可能となる。 4)断熱材のコンクリ−ト壁との一体化によって、高気
密、高断熱の高規格な住宅建設が低コストで実現する。
1) Both walls of the concrete formwork are not made,
That is, since the rebar arrangement work can be performed without being hindered by the spacer member attached in a state where only one of the walls is completed, work efficiency in construction is good. 2) Depending on the method of connecting the divided spacer members, a slight displacement of one of the walls of the concrete formwork and the other wall can be tolerated. 3) The concrete wall is made of a heat insulating material after the concrete formwork is completed, and the spacer member also serves as a base for mounting the interior and exterior, as a base for painting, or as a place for fixing the base. Since it can be given, it is not necessary to remove the formwork, insert or attach the heat insulating material, and attach or attach the installation base for interior and exterior, the base for painting or the place where the base is fixed. Thus, it is possible to complete the building wall very quickly and easily. 4) By integrating the heat insulating material with the concrete wall, highly airtight, high heat insulating and high standard housing construction can be realized at low cost.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の型枠材料に於ける、スペ−サ−部材
の端プレ−ト部を成形体の上端から中間までのびている
溝穴へ挿入して取り付けた状態を示す透視図。
FIG. 1 is a perspective view showing a state in which an end plate portion of a spacer member is inserted and attached to a slot extending from an upper end to an intermediate portion of a molded body in a mold material of the present invention.

【図2】 本発明の型枠材料に於ける、スペ−サ−部材
の端プレ−ト部を挿入する溝穴を有している成形体を示
す透視図。
FIG. 2 is a perspective view showing a molded product having a slot into which an end plate portion of a spacer member is inserted in the mold material of the present invention.

【図3】 本発明の型枠材料に於ける、スペ−サ−部材
の端プレ−ト部を成形体へ鋳込んで取り付けた状態を示
す透視図。
FIG. 3 is a perspective view showing a state in which an end plate portion of a spacer member is cast into a molded body and attached in a mold material of the present invention.

【図4】 ピン通し穴へピン止めして連結する型の本発
明の分割可能なスペ−サ−部材の透視図。
FIG. 4 is a perspective view of a divisible spacer member of the present invention of the type that is pinned and connected to a pin through hole.

【図5】 図4のスペ−サ−部材に於てピン通し穴を互
違いに複数段としたスペ−サ−部材の透視図。
FIG. 5 is a perspective view of the spacer member of FIG. 4 in which a plurality of pin through holes are alternately provided in the spacer member;

【図6】 逆U字形又はコの字形の連結棒を双方の分割
部分に設けられた通し穴に通して連結するスペ−サ−部
材の透視図。
FIG. 6 is a perspective view of a spacer member for connecting an inverted U-shaped or U-shaped connecting rod through through holes provided in both divided portions.

【図7】 外方に反発力ある二俣楔状物を内方に押し付
けて寄せながら一定長さの穴に挿入していくと二俣楔状
物の外方に突出したストッパ−の穴通過位置で二俣楔状
物が外に広がりストッパ−が作用して、意図的に二俣楔
状物を互に寄せて抜かない限り抜けなくなる連結手段の
透視図。
[Fig. 7] A Futama wedge with a repulsive force outward is pressed inward and inserted into a hole of a certain length while being pushed toward the Futama wedge at the hole passing position of a stopper protruding outward from the Futama wedge. FIG. 4 is a perspective view of a connecting means in which an object spreads out and a stopper acts to prevent the wedge-shaped object from coming off unless the wata-shaped wedge-shaped object is intentionally brought close to each other.

【図8】 スナップ連結型の本発明の分割可能なスペ−
サ−部材の透視図。
FIG. 8 shows a snap-connectable splittable space according to the present invention.
FIG.

【図9】 ビス止め連結型の本発明の分割可能なスペ−
サ−部材の透視図。
FIG. 9 is a sectional view of a divisible space according to the present invention of a screw connection type.
FIG.

【図10】 相互差し込み型の本発明の分割可能なスペ
−サ−部材の透視図。
FIG. 10 is a perspective view of an inter-insertable splittable spacer member of the present invention.

【図11】 上に凸部下に凹部を有する成形体の一具体
例の透視図。
FIG. 11 is a perspective view of a specific example of a molded body having a concave portion below a convex portion above the convex portion.

【図12】 上に凸部下に凹部を有する成形体の一具体
例の透視図。
FIG. 12 is a perspective view of a specific example of a molded body having a concave portion below a convex portion on the upper side.

【図13】 上に凸部下に凹部を有する成形体の一具体
例の透視図。
FIG. 13 is a perspective view of a specific example of a molded body having a concave portion below a convex portion on an upper portion.

【図14】 図1のように、本発明の型枠材料に於け
る、スペ−サ−部材の端プレ−ト部を成形体の上端から
下端までのびている溝穴へ挿入して取り付けた状態を示
す透視図。
FIG. 14 shows a state in which the end plate portion of the spacer member in the form material of the present invention is inserted and attached to a slot extending from the upper end to the lower end of the molded body as shown in FIG. FIG.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】(a) イ) 複数個を繋ぎあわせるために端
面を互いに相補的な形状とした、コンクリ−ト型枠の対
向面を形成するための成形体、ロ ) 該対向面間の間隔を保つ為に使用され、少なくとも
1個のプレ−トを含む端プレ−ト部と、端プレ−ト部を
両端としてその間をつなぐ為のウェブ部からなるスペ−
サ−部材、 を含んでおり、該スペ−サ−部材の端プレ−ト部が該成
形体中に鋳込まれているか、又は該スペ−サ−部材の端
プレ−ト部を該成形体に挿入する為に、該成形体が、該
端プレ−ト部の断面に対応する断面形状の、該端面から
中心方向に向かう溝穴を有しており、 該分割ウェブ部が、該端プレ−ト部とは一体であってウ
ェブ部に於て連結手段を有している為に連結可能に二以
上に分割されているか、又は該端プレ−ト部とは一体で
なく該プレ−ト部との間に連結手段を有している為に該
プレ−ト部に対し連結可能であることを特徴とするコン
クリ−ト用型枠材料で形成された型枠と、 (b) 該型枠内に配筋された鉄筋と、 (c) 該型枠と一体化された構造物を形成するように、
該型枠内に打たれ固化したコンクリ−トとを含み、必要
ならば該型枠材料のうちの不要な部分を除去した、建物
の基礎、鉄筋コンクリ−ト建物の壁、鉄筋コンクリ−ト
塀、鉄筋コンクリ−ト地下室の壁等の、鉄筋コンクリ−
ト構造物。
(A) a) a molded body for forming opposing surfaces of a concrete formwork, the end surfaces of which have mutually complementary shapes to join a plurality of them; A space that is used to maintain an interval and includes an end plate portion including at least one plate, and a web portion for connecting the end plate portion at both ends.
Wherein the end plate portion of the spacer member is cast into the molded body, or the end plate portion of the spacer member is connected to the molded body. The molded body has a slot having a cross-sectional shape corresponding to the cross-section of the end plate portion and extending from the end face toward the center direction, and the divided web portion is inserted into the end plate. The end plate portion is integral with the plate portion and is divided into two or more so as to be connectable because of having the connecting means at the web portion, or the plate is not integral with the end plate portion A mold formed of a concrete mold material characterized by having connection means between the mold and the plate part, and (b) the mold (C) forming a structure integrated with the formwork;
Building foundation, reinforced concrete building wall, reinforced concrete fence, including, if necessary, unnecessary portions of the formwork material, the concrete being beaten and solidified in the formwork. Reinforced concrete Reinforced concrete such as basement walls
Structure.
【請求項2】イ) 複数個を繋ぎあわせるために端面を互
いに相補的な形状とした、コンクリ−ト型枠の対向面を
形成するための成形体、ロ ) 該対向面間の間隔を保つ為に使用され、少なくとも
1個のプレ−トを含む端プレ−ト部と、端プレ−ト部を
両端としてその間をつなぐ為のウェブ部からなるスペ−
サ−部材、を含んでおり、該スペ−サ−部材の端プレ−
ト部が該成形体中に鋳込まれているか、又は該スペ−サ
−部材の端プレ−ト部を該成形体に挿入する為に、該成
形体が、該端プレ−ト部の断面に対応する断面形状の、
該端面から中心方向に向かう溝穴を有しているコンクリ
−ト用型枠材料に於て、 該ウェブ部が、該端プレ−ト部とは一体であってウェブ
部に於て連結手段を有している為にウェブ部に於て連結
可能に二以上に分割されているか、又は該端プレ−ト部
とは一体でなく該プレ−ト部との間に連結手段を有して
いる為に該端プレ−ト部に対し連結可能であることを特
徴とする該成形体と該分割可能なスペ−サ−部材の組み
合わせからなるコンクリ−ト用型枠材料。
2. A molded body for forming opposing surfaces of a concrete formwork, the end surfaces of which are formed in a mutually complementary shape so as to join a plurality of them, b) maintaining a distance between the opposing surfaces. And an end plate portion including at least one plate, and a web portion for connecting the end plate portion at both ends.
An end press of the spacer member.
The molded part is cast into the molded body, or the molded body is formed in a cross section of the end plate in order to insert the end plate part of the spacer member into the molded body. Of the cross-sectional shape corresponding to
In a concrete form material having a slot extending from the end face toward the center, the web portion is integral with the end plate portion, and a connecting means is provided at the web portion. It is divided into two or more so that it can be connected at the web part because it has, or it has a connecting means between the end plate part and the plate part without being integral with it. A mold material for concrete comprising a combination of the molded body and the divisible spacer member, which is connectable to the end plate.
【請求項3】請求項2に記載される型枠材料に使用す
る、分割可能なスペ−サ−部材。
3. A dividable spacer member used for the formwork material according to claim 2.
【請求項4】該ウェブ部に於ける連結手段が、 (i) スペ−サ−部材の一方の分割部分に1ヶ所以上設
けられたピン穴の軸と、もう一方の分割部分に1ヶ所以
上設けられたピン穴の軸とをそろえて、一本の直線ピン
をそれらの穴に通して止めることからなる連結手段、 (ii) それぞれ、スペ−サ−部材の一方の分割部分に1
ヶ所以上設けられたピン穴と、もう一方の分割部分に1
ヶ所以上設けられたピン穴とへ、1個又は必要個の逆U
字型又はコの字型の連結棒のそれぞれの脚部を差込むこ
とからなる連結手段、 (iii)スペ−サ−部材の一方の分割部分ともう一方の分
割部分とを針金止めする連結手段、 (iv) スペ−サ−部材の一方の分割部分ともう一方の分
割部分に設けた、外方に反発力ある二俣楔状物を内方に
押し付けて寄せながら一定長さの穴に挿入していくと二
俣楔状物の外方に突出したストッパ−の穴通過位置で二
俣楔状物が外に広がりストッパ−が作用して、意図的に
内方に寄せて抜かない限り抜けなくなる連結手段、 (v) スペ−サ−部材の一方の分割部分に設けられた凸
状形の部分を、もう一方の分割部分に設けられた凹状形
又は穴状の部分へスナップ止めする連結手段、 (vi) スペ−サ−部材の一方の分割部分ともう一方の分
割部分とをビス止めする連結手段、 (vii) スペ−サ−部材の一方の分割部分に設けられた断
面凸状の部分を、もう一方の分割部分に設けられた溝状
部分へ差込んで止める連結手段、からなる群から選択さ
れ、又は該端プレ−ト部とウェブ部の間の連結手段が、
少なくとも一方の端プレ−ト部にウェブ長手方向又はウ
ェブ長手方向に対し直角方向にあけられた穴と、その穴
にウェブ長手方向には引抜き不能に挿入されるウェブ部
の少なくとも一方の末端の係合からなる、請求項3に記
載のスペ−サ−部材。
4. The connecting means in the web portion includes: (i) a shaft of a pin hole provided at one or more places in one divided portion of the spacer member, and one or more places at the other divided portion. Connecting means consisting of aligning the axis of the provided pin holes with one straight pin passing through those holes and stopping; (ii) one connecting portion for each of the spacer members;
One or more pin holes and one
One or more required reverse U to the pin holes provided at more than
Connecting means consisting of inserting the respective leg portions of a U-shaped or U-shaped connecting rod, (iii) connecting means for wire-fastening one divided part and the other divided part of the spacer member (Iv) Inserting into the hole of a certain length while pressing and moving the outwardly repelling Futamata wedge-shaped object provided in one divided part and the other divided part of the spacer member inward. The connecting means that the futama wedge-shaped object spreads out at the hole passing position of the stopper protruding outwardly of the futama wedge and the stopper acts to prevent the wedge-shaped wedge from coming out unless it is intentionally brought inward and pulled out, (v (Vi) space means for snapping a convex portion provided on one of the divided portions of the spacer member to a concave or hole-shaped portion provided on the other divided portion; Connecting means for screwing one of the divided parts of the ser member and the other divided part, (vii ) A connecting member that inserts and stops a convex section in one of the divided portions of the spacer member into a groove portion provided in the other divided portion, or The connecting means between the end plate portion and the web portion includes:
A hole formed in at least one end plate portion in the web longitudinal direction or a direction perpendicular to the web longitudinal direction, and a connection between at least one end of the web portion inserted into the hole so as to be non-pullable in the web longitudinal direction. 4. The spacer member according to claim 3, wherein said spacer member is made of a combination.
【請求項5】請求項2に記載のコンクリ−ト型枠材料を
用いて、分割されているスペ−サ−部材を有する片側の
型枠部分を形成し、 鉄筋を型枠内部となるべき位置に配筋し、 請求項2に記載のコンクリ−ト型枠材料を用いて、もう
一方の対応する分割されているスペ−サ−部材を有する
反対側の型枠部分を形成し、 分割されたスペ−サ−部材の相互を、該連結手段によっ
て、分割されているスペ−サ−部材を連結して型枠を完
成し、 型枠内にコンクリ−トを打つ、以上の段階を含む、建物
の基礎、鉄筋コンクリ−ト建物の壁や床、鉄筋コンクリ
−ト塀、鉄筋コンクリ−ト地下室の壁等の、鉄筋コンク
リ−ト構造物の製造方法。
5. A concrete mold material according to claim 2, wherein a mold part on one side having a divided spacer member is formed, and a position where the reinforcing bar is to be inside the mold. Using the concrete formwork material of claim 2 to form an opposing formwork portion having another corresponding divided spacer member; A building comprising the above steps of connecting the spacer members to each other by the connecting means to connect the divided spacer members to complete the formwork and hitting concrete in the formwork; Of reinforced concrete structures, such as foundations, walls and floors of reinforced concrete buildings, reinforced concrete walls, walls of reinforced concrete basements, etc.
JP23477796A 1996-07-23 1996-07-23 REINFORCED CONCRETE STRUCTURE USING FORMED BODY-CONTAINING CONCRETE FRAME USING SPLITABLE SPACER MEMBER, PROCESS FOR PRODUCING THE SAME, AND FORM FORM MATERIAL Expired - Lifetime JP3721649B2 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP23477796A JP3721649B2 (en) 1996-07-23 1996-07-23 REINFORCED CONCRETE STRUCTURE USING FORMED BODY-CONTAINING CONCRETE FRAME USING SPLITABLE SPACER MEMBER, PROCESS FOR PRODUCING THE SAME, AND FORM FORM MATERIAL
TW086110169A TW367385B (en) 1996-07-23 1997-07-17 Reinforced concrete structure of formed object connection type of concrete mold board utilizing separable partitioning components, the manufacturing method thereof, and the material for mold board by separating the partitioning components so as to simplify the cramp iron operation and generate tension effect at the joints
CN97197861A CN1089396C (en) 1996-07-23 1997-07-22 Reinforced concrete structure mold body, its prodn. method and form material
KR10-1999-7000460A KR100468282B1 (en) 1996-07-23 1997-07-22 Reinforced concrete structure using mold body joining type concrete form using dividable spacer member, method of manufacturing same, and form material
RU99103674/03A RU2209277C2 (en) 1996-07-23 1997-07-22 Reinforced concrete structure which utilizes prefabricated mould for concrete with cast body with use of unit of separable lining, process of its manufacture and material for mould
PCT/JP1997/002534 WO1998003746A1 (en) 1996-07-23 1997-07-22 Reinforced concrete structure using mold body joining type concrete form using dividable spacer member, method of manufacturing same, and form material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23477796A JP3721649B2 (en) 1996-07-23 1996-07-23 REINFORCED CONCRETE STRUCTURE USING FORMED BODY-CONTAINING CONCRETE FRAME USING SPLITABLE SPACER MEMBER, PROCESS FOR PRODUCING THE SAME, AND FORM FORM MATERIAL

Publications (2)

Publication Number Publication Date
JPH1037357A true JPH1037357A (en) 1998-02-10
JP3721649B2 JP3721649B2 (en) 2005-11-30

Family

ID=16976216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23477796A Expired - Lifetime JP3721649B2 (en) 1996-07-23 1996-07-23 REINFORCED CONCRETE STRUCTURE USING FORMED BODY-CONTAINING CONCRETE FRAME USING SPLITABLE SPACER MEMBER, PROCESS FOR PRODUCING THE SAME, AND FORM FORM MATERIAL

Country Status (1)

Country Link
JP (1) JP3721649B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11323968A (en) * 1998-05-20 1999-11-26 Katsuya Hiraoka Concrete panel and execution method of building/ constructed body therewith

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA3056094A1 (en) 2018-09-21 2020-03-21 Cooper E. Stewart Insulating concrete form apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11323968A (en) * 1998-05-20 1999-11-26 Katsuya Hiraoka Concrete panel and execution method of building/ constructed body therewith

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