JPH0525935A - Connecting method for formwork - Google Patents
Connecting method for formworkInfo
- Publication number
- JPH0525935A JPH0525935A JP27303591A JP27303591A JPH0525935A JP H0525935 A JPH0525935 A JP H0525935A JP 27303591 A JP27303591 A JP 27303591A JP 27303591 A JP27303591 A JP 27303591A JP H0525935 A JPH0525935 A JP H0525935A
- Authority
- JP
- Japan
- Prior art keywords
- horizontal
- formwork
- members
- column
- workform
- 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
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、建物の外壁、内壁及
び擁壁の仕上げ材、あるいは構築物のコンクリート用型
枠として使用される型枠体を横桟木を介して、互いに連
結するための連結方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a finishing material for outer walls, inner walls and retaining walls of a building, or a formwork used as a concrete formwork for a structure, which is connected to each other via a horizontal crosspiece. Regarding the method.
【０００２】[0002]
【従来の技術】本出願人は、先に特願平１−５１３２１
号（以下先行技術という）により、矩形状の側面板の側
面に支柱部材を鉛直方向に固設し、該支柱部材の柱頭部
と柱脚部には連結可能な連結具を有してなる構成の型枠
体を提案した。この技術は、型枠職人の人手不足を解決
するものであるが、型枠の使用の用途に依っては、型枠
体の構造及びその設置方法に若干の不便さがあった。2. Description of the Related Art The present applicant has previously filed Japanese Patent Application No. 1-51321.
No. (hereinafter referred to as "prior art"), a column member is vertically fixed to a side surface of a rectangular side plate, and a column head and a column leg of the column member are provided with a connectable tool. The formwork of This technique solves the labor shortage of formworkers, but there is some inconvenience in the structure of the formwork and its installation method depending on the use of the formwork.
【０００３】[0003]
【発明が解決しようとする課題】本発明は、該先行技術
の利点を活用しつつ、熟練労働者を必要としないで簡単
に組立てることができ、強固な接合力が得られ、連結構
造の多様化を図ることを目的とする。SUMMARY OF THE INVENTION The present invention utilizes the advantages of the prior art and can be easily assembled without the need for skilled workers, provides a strong joining force, and has a variety of connecting structures. The purpose is to achieve
【０００４】[0004]
【課題を解決するための手段】本発明の型枠体の構造と
その設置方法は上記目的を達成するために、以下の構成
（技術的手段）を採る。すなわち、実質的に矩形をなす
側面板の片側面に沿って、１又は２以上の支柱部材が所
定間隔を保持して鉛直方向に配され、該支柱部材間には
横桟木部材が水平方向に架設され、前記支柱部材の柱頭
部及び柱脚部には上下方向に互いに接続される連結具を
有する型枠体において、あらかじめ横桟木部材に設けら
れている挿通孔及び連結具を介して、隣接する前記支柱
部材の連結具と連結することを特徴としている。上記構
成において、連結具は以下の実施例で示されるように、
矩形（第１実施例）、ボルト形（第２実施例）、ネジ形
（第３実施例）、横桟木一体形（第４実施例、第５及び
第６実施例）の各態様を採る。In order to achieve the above-mentioned object, the structure of the formwork and the method of installing the formwork of the present invention adopt the following constitution (technical means). That is, one or more strut members are arranged vertically with a predetermined interval along one side surface of a substantially rectangular side plate, and a horizontal wood member is horizontally disposed between the strut members. In a formwork body having bridges connected to each other in the vertical direction on the pillar heads and pillar legs of the strut members, adjacent to each other through the insertion holes and the fittings provided in the horizontal crosspiece member in advance. It is characterized in that it is connected to the connecting member of the pillar member. In the above configuration, the connector is, as shown in the following examples,
Each of the rectangular (first embodiment), the bolt shape (second embodiment), the screw shape (third embodiment), and the horizontal crossbar integrated type (fourth embodiment, fifth and sixth embodiment) is adopted.
【０００５】[0005]
【作 用】この型枠を使用してなされる壁体の構造に
おいて、各型枠体相互は同一位相状態にして鉛直方向あ
るいは横方向に並べられ、鉛直位置にある型枠体相互
は、それらの支柱部材の連結具により連結固定される
が、その連結方法として、横桟木部材には挿通孔及び連
結具が設けられており、この挿通孔及び連結具を介し
て、隣接する上下の型枠体を直接的に連結固定するもの
であり、これにより上下支柱部材と横桟木部材が一体と
なり、型枠体は上下方向だけでなく横方向の接合力も強
固なものとなる。[Operation] In the structure of the wall made by using this formwork, the formwork bodies are arranged vertically or laterally in the same phase state, and the formwork bodies in the vertical position are It is connected and fixed by a connecting member of the column member, but as a connecting method, an insertion hole and a connecting member are provided in the horizontal wood member, and the upper and lower molds adjacent to each other are provided through the insertion hole and the connecting member. The body is directly connected and fixed, and by this, the upper and lower support members and the horizontal crosspiece member are integrated, and the joining force of the mold body is strong not only in the vertical direction but also in the horizontal direction.
【０００６】[0006]
【実施例】本発明の型枠体の連結方法の実施例を図面に
基づいて説明する。
（第１実施例）図１〜図４はその一実施例（第１実施
例）の連結方法を備えた型枠体を示す。図１〜図４は、
この型枠体の全体を示し、図１は型枠体の全体を示し、
型枠体の組立直前の斜視図を示し、図２は図３のＢ−Ｂ
断面を示し、図３は組積平面で図２のＡ−Ａ断面を示
し、図４は型枠の組立斜視図を示す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the method for connecting formwork of the present invention will be described with reference to the drawings. (First Embodiment) FIGS. 1 to 4 show a mold body provided with the connecting method of the first embodiment (first embodiment). 1 to 4 are
The whole formwork is shown, and FIG. 1 shows the whole formwork,
FIG. 2 is a perspective view of the mold body immediately before assembling, and FIG.
FIG. 3 shows a cross section, FIG. 3 shows a cross section taken along the line AA of FIG. 2 in a masonry plane, and FIG.
【０００７】図１〜図４を参照して、この型枠体Ａには
実質的に矩形をなす、平板状の側面板１、支柱部材２及
び横桟木部材３の主要部材から構成され、更に支柱部材
２の上下部に配される縦連結具４、横桟木部材３の左右
部に配される横連結具５、また、型枠組立てに際し使用
されるセパレータ６を含む。With reference to FIGS. 1 to 4, the form A is composed of a substantially rectangular plate-like side plate 1, a pillar member 2 and a horizontal crosspiece member 3, which are main members. It includes a vertical connecting tool 4 arranged on the upper and lower parts of the column member 2, a horizontal connecting tool 5 arranged on the left and right parts of the horizontal beam member 3, and a separator 6 used in the formwork assembly.
【０００８】以下、各部の細部の構成を説明する。側面
板１は、型枠の主体をなすものであり、薄肉の平板体を
形成する。材質は、鋼材、軽金属（アルミニウム等）、
合成樹脂及び木材の適宜の素材が選ばれる。The detailed structure of each part will be described below. The side plate 1 forms the main body of the form and forms a thin flat plate. Material is steel, light metal (aluminum, etc.),
Appropriate materials such as synthetic resin and wood are selected.
【０００９】支柱部材２は、中空を有する角柱の支柱本
体２０と、該支柱本体２０の柱脚部の中空部内に凹連結
具２１が設けてあり、さらにこの支柱本体２０の上端に
この凹連結具に強嵌合して固定される凸連結具２２とか
らなる。該支柱部材２は側面板１と同様、適宜の素材が
選ばれる。この材質は、側面板と同一でも良く、また違
っていても良い。さらに、支柱部材と側面板は同一材料
で一体に作られてもよい。該支柱部材２は、側面板１の
側面に溶接あるいはボルト等をもって固設される。ま
た、接着剤を使用しても良い。該支柱部材２の凸連結具
２２は支柱本体２０の柱脚部の凹連結具２１（中空部２
０）に嵌挿されボルト等により固設される。The column member 2 is provided with a columnar column main body 20 having a hollow prism, and a concave connecting member 21 in the hollow portion of the column base of the column main body 20. Further, the concave columnar connection is provided at the upper end of the column main body 20. It is composed of a convex connecting tool 22 which is tightly fitted and fixed to the tool. As with the side plate 1, an appropriate material is selected for the pillar member 2. This material may be the same as or different from the side plate. Further, the support member and the side plate may be integrally made of the same material. The column member 2 is fixed to the side surface of the side plate 1 by welding or bolts. Also, an adhesive may be used. The convex connector 22 of the column member 2 is the concave connector 21 (hollow part 2) of the column base of the column body 20.
0) and fixed by bolts or the like.
【００１０】この支柱部材２の柱頭部及び柱脚部におい
て凹連結具２１と凸連結具２２からなる縦連結具４を構
成する。柱頭部と柱脚部には連結ボルト４１が挿通でき
る２３、２４が開設しており、凸連結具２２を凹連結具
２１に嵌挿後、挿通孔２３、２４を介して連結ボルト４
１により固設される。連結ボルトにはクサビ４４が挿通
できる挿通孔が設けてあり、ここにクサビ４４を打ち込
み連結具を締め付ける。A vertical connector 4 comprising a concave connector 21 and a convex connector 22 is formed at the pillar head and the column foot of the column member 2. 23 and 24 are formed in the pillar head and the column base so that the connecting bolt 41 can be inserted therein. After the convex connecting member 22 is inserted into the concave connecting member 21, the connecting bolt 4 is inserted through the insertion holes 23 and 24.
It is fixed by 1. The connecting bolt is provided with an insertion hole through which the wedge 44 can be inserted, and the wedge 44 is driven therein to tighten the connecting tool.
【００１１】横桟木部材３は中空を有する角柱の横桟木
本体３０と該横桟木本体３０の端部の凹連結具３１に強
嵌合して固設される凸連結具３２とからなる。該横桟木
部材３も側面板と同様、適宜の素材が選ばれる。該横桟
木部材３において、支柱部材２との連結する位置に矩形
の連結具挿通孔３３が開設されている。The horizontal crossbar member 3 is composed of a horizontal horizontal crossbar main body 30 having a hollow prismatic shape, and a convex connecting tool 32 fixedly fitted to a concave connecting tool 31 at the end of the horizontal horizontal wood main body 30. An appropriate material is selected for the horizontal cross member 3 as well as the side plate. A rectangular connector insertion hole 33 is formed at a position of the horizontal beam member 3 where the horizontal beam member 3 is connected to the column member 2.
【００１２】横桟木部材３には、支柱部材２と同様に横
連結具５を構成する。横桟木部材３の両端部には、連結
ボルト５１が挿通できる３４、３５を開設しており、凸
連結具３２を凹連結具３１に嵌挿後、連結ボルト５１に
て固設される。横連結具の連結方法は、前項の縦連結具
と同様に、挿通孔３４、３５に連結ボルト５１を挿通
し、連結ボルトの挿通孔にクサビ４４を挿通して締め付
ける。この連結方法は一実施例であるが、後述する縦連
結方法の第２、第３実施例の応用、クランプによる方
法、ボルトナットによる公知の方法等が応用される。A horizontal connecting member 5 is formed on the horizontal beam member 3 similarly to the support member 2. 34 and 35 through which the connecting bolt 51 can be inserted are provided at both ends of the horizontal cross member 3, and the convex connecting tool 32 is fitted into the concave connecting tool 31 and then fixed by the connecting bolt 51. As for the method of connecting the horizontal connecting tool, similarly to the vertical connecting tool of the preceding paragraph, the connecting bolt 51 is inserted into the insertion holes 34 and 35, and the wedge 44 is inserted into the inserting hole of the connecting bolt and tightened. This connection method is one embodiment, but the application of the second and third embodiments of the vertical connection method described later, the method using clamps, the known method using bolts and nuts, etc. are applied.
【００１３】一方、支柱部材には所定位置にセパレータ
６が挿通されるセパレータ挿通孔２５が開設される。本
実施例においては、この支柱部材２にセパレータ６が付
加されてなる構成をとる。セパレータ６は長尺の鋼棒よ
りなり、ロッド本体６１と該ロッド本体６１の両端部の
ねじ部６２に螺合されるナット６３からなる。型枠体Ａ
は所定の間隔によって相対して配置され、セパレータ６
により間隔が保持される。尚セパレータは、公知のもの
でも使用出来る。On the other hand, a separator insertion hole 25 through which the separator 6 is inserted is formed at a predetermined position in the support member. In this embodiment, a separator 6 is added to the pillar member 2. The separator 6 is made of a long steel rod, and includes a rod body 61 and a nut 63 screwed into the threaded portions 62 at both ends of the rod body 61. Form A
Are arranged to face each other at a predetermined interval, and the separator 6
Holds the interval. Known separators can be used.
【００１４】以下、この型枠体Ａを使用して行われるコ
ンクリート構築物の構築方法の一例を施工手順に従って
説明する。
（１）先ず、現場にて所定の位置に基礎型枠体Ｂを設置
する。基礎型枠体Ｂには、所定の厚みを有する矩形の平
板体の基礎板７の上に、所定の長さの支柱を隣接する型
枠体の支柱に対応する本数だけ所定の位置に設け、ボル
ト及び溶接、接着剤等にて側面板に固設する。An example of a method for constructing a concrete structure using the form A will be described below in accordance with a construction procedure. (1) First, the basic formwork B is installed at a predetermined position on the site. The base form body B is provided on the base plate 7 of a rectangular flat plate having a predetermined thickness, and the columns having a predetermined length are provided at a predetermined position by the number corresponding to the columns of the adjacent frame body. Fix it to the side panel with bolts, welding, adhesive, etc.
【００１５】（２）この基礎型枠体Ｂを横方向に順次並
べる。次に横桟木部材３の凹連結具３１に該横桟木部材
３の凸連結具３２を嵌合させ、連結ボルト５１を挿通孔
３４、３５に挿通させ締着がなされる。その後、横桟木
部材３の矩形の連結具挿通孔３３に支柱部材２の凸連結
具２２を挿通し型枠体の横方向の連結がなされる。横桟
木部材は型枠体Ａの長さに限定するものでなく、単数及
び複数の型枠体Ｂにまたがって設置されてもよい。な
お、側面板１の内面には剥離剤が塗布される。(2) The basic mold bodies B are sequentially arranged in the lateral direction. Next, the convex connecting tool 32 of the horizontal beam member 3 is fitted into the concave connecting tool 31 of the horizontal beam member 3, and the connecting bolt 51 is inserted into the insertion holes 34 and 35 for tightening. After that, the convex connector 22 of the column member 2 is inserted into the rectangular connector insertion hole 33 of the horizontal beam member 3 to connect the formwork bodies in the lateral direction. The cross bar member is not limited to the length of the form body A, and may be installed across a single form frame body B and a plurality of form frame bodies B. A release agent is applied to the inner surface of the side plate 1.
【００１６】（３）次いでセパレータ６の本体６１を相
対向する基礎型枠体Ｂ、Ｂ間にこれらのセパレータ挿通
孔２５内に挿通して架け渡し、ナッ卜６３を締め込む。
これにより、基礎型枠体Ｂの相互は一定間隔が保持され
る。(3) Next, the main body 61 of the separator 6 is inserted and bridged between the opposing base mold bodies B, B in the separator insertion holes 25, and the nut 63 is tightened.
As a result, the basic formwork bodies B are held at a constant interval.
【００１７】（４）下層の基礎型枠体Ｂの上に２段目型
枠体Ａを支柱部材２相互を一致させて積層させ、先ず下
層の基礎型枠体Ｂの支柱部材２の凸連結具２２を２段目
型枠体Ａの支柱部材２の柱脚部の凹連結具２１に挿し込
み仮固定する。しかる後、連結ボルト４１を連結ボルト
挿通孔２３、２４に挿通してクサビ４４により締め込
む。これにより、上下の型枠パネル相互は一体的に組み
立てられる。なお、本実施例において型枠体Ａの積層態
様は、側面板１相互を同一位相に積み上げることも、あ
るいは千鳥状にして積み上げることも、両態様を採るこ
とが可能である。(4) The second-stage formwork A is laminated on the base formwork B of the lower layer so that the support members 2 are aligned with each other, and first, the support members 2 of the base formwork B of the lower layer are convexly connected. The tool 22 is inserted into the concave connecting tool 21 of the column base of the column member 2 of the second-stage form A and temporarily fixed. Then, the connecting bolt 41 is inserted into the connecting bolt insertion holes 23 and 24 and tightened by the wedge 44. As a result, the upper and lower formwork panels are integrally assembled. In addition, in the present embodiment, the form A may be stacked in the same manner, or the side plates 1 may be stacked in the same phase or in a staggered manner.
【００１８】（５）これとともに横方向にも型枠体Ａを
配設し上記工程（４）と同様の要領で上下型枠体相互を
接合し、さらに上記工程（２）と同様の要領で横桟木部
材３による横方向の連結がなされる。(5) Along with this, the mold A is also arranged in the lateral direction, the upper and lower molds are joined together in the same manner as in the above step (4), and further in the same manner as in the above step (2). Lateral connection is made by the horizontal cross member 3.
【００１９】（６）型枠体Ａの横方向への配設ならびに
接合を順次なすとともに、相対向する型枠体Ａの相互は
セパレータ６によって一定間隔の保持がなされ、ぐら付
きが阻止される。(6) The mold bodies A are sequentially arranged and joined in the lateral direction, and the mutually opposed mold frames A are held at a constant interval by the separator 6 to prevent wobbling. .
【００２０】（７）３段目以降の型枠体Ａの組立ても上
記（４）〜（６）の手順に準じて行われる。なお最上段
の型枠体は特別に用意される必要はない。(7) The assembling of the mold body A from the third stage onward is also carried out in accordance with the procedure of (4) to (6). The top formwork does not need to be specially prepared.
【００２１】（８）このようにして組み立てられた型枠
内にコンクリートが打設される。まだ固まらないコンク
リートの流体圧は、型枠を外側に向かって押圧するが鉛
直方向の膨出圧に対しては、型枠体Ａ相互の支柱部材２
が抵抗体となり、型枠体Ａ相互の横桟木部材３が支柱部
材の水平方向変形の抵抗体となって、型枠を保形する。
すなわち、本発明の連結方法により、支柱部材２と横桟
木部材３が一体化となり、膨出圧が鉛直方向と水平方向
とに分散されて作用するため、型枠体における弱点の部
分が解決される。さらに支柱部材２にはセパレータ６が
配置され、ナット６３の締込みによって支柱部材は拘束
され、曲げ応力に対して大きな阻止力を発揮する。(8) Concrete is poured into the mold frame thus assembled. The fluid pressure of the concrete that has not yet solidified pushes the mold toward the outside, but with respect to the bulging pressure in the vertical direction, the pillar members 2 of the mold bodies A mutually.
Serves as a resistance body, and the horizontal crosspiece members 3 between the mold bodies A serve as resistance bodies for horizontal deformation of the pillar members, thereby retaining the shape of the mold.
That is, according to the connecting method of the present invention, the support member 2 and the horizontal cross member 3 are integrated, and the bulging pressure acts in a distributed manner in the vertical direction and the horizontal direction, so that the weak point portion of the form body is solved. It Further, the separator 6 is arranged on the support member 2, and the support member is restrained by tightening the nut 63, and exerts a great blocking force against bending stress.
【００２２】（９）コンクリートが固化すれば型枠体Ａ
は取り外されるが、この取り外し作業は、セパレータ６
のナット６３を取り外しセパレータ本体６１の切り取り
部をセパレータ挿通孔２５から引き抜き、しかる後、連
結ボルト４１を取り外し、型枠体Ａを上方に引き上げる
ことによって容易になされる。尚セパレータ本体６１
は、コンクリート部の埋殺し部分と、取り外し部分より
なる。(9) Forming body A when concrete is solidified
The separator 6 is removed, but this removal work
The nut 63 is removed, the cutout portion of the separator main body 61 is pulled out from the separator insertion hole 25, the connecting bolt 41 is then removed, and the mold A is pulled up. The separator body 61
Consists of a buried part of the concrete part and a removed part.
【００２３】以上のように、本実施例の型枠体Ａによれ
ば、支柱部材２に配される縦連結具４は横桟木部材３に
挿通させることにより支柱部材２と該支柱部材２と横桟
木部材３の一体化が容易になされ、コンクリートの流体
圧に対し強固な抵抗力を発揮する。また、横桟木部材３
の連結具挿通孔３３に凸連結具２２を挿通させるだけで
固設できるため、型枠の組立て作業の効率化を図ること
ができる。As described above, according to the formwork A of the present embodiment, the vertical connecting member 4 arranged on the support member 2 is inserted into the horizontal cross member 3 to thereby support the support member 2 and the support member 2. The horizontal splint member 3 is easily integrated, and a strong resistance force against the fluid pressure of concrete is exerted. In addition, the horizontal wood member 3
Since the convex connector 22 can be fixed by simply inserting it into the connector insertion hole 33, the efficiency of the work of assembling the form can be achieved.
【００２４】図５〜図１０は、本発明の型枠体の連結方
法の他の実施例（第２実施例）を示す。図において、先
の第１実施例と同等の部材について同一の符号が付され
ている。図５は、型枠体の組立斜視図を示し、図６は型
枠体Ａと隣接する該型枠体Ａの各々の支柱の柱頭部と柱
脚部の連結直前の詳細斜視図を示し、図７は図６の連結
した場合のＡ−Ａ断面図及び図８のＢ−Ｂ断面図で、図
８は図７のＣ−Ｃ断面の平面図を表わし、図９は、図８
のＤ−Ｄ断面図で、図１０は図９の点線を含んだ支柱の
柱脚部の詳細斜視図を表わす。FIGS. 5 to 10 show another embodiment (second embodiment) of the method for connecting formwork bodies of the present invention. In the drawing, the same members as those in the first embodiment described above are designated by the same reference numerals. FIG. 5 shows an assembled perspective view of the mold body, and FIG. 6 shows a detailed perspective view immediately before the connection between the pillar head and the column base of each pillar of the mold body A adjacent to the mold body A. 7 is a sectional view taken along the line AA of FIG. 6 and a sectional view taken along the line BB of FIG. 8, FIG. 8 is a plan view of the sectional view taken along the line CC of FIG. 7, and FIG.
10 is a cross-sectional view taken along line D-D of FIG. 10 and shows a detailed perspective view of a column base portion of the column including a dotted line in FIG. 9.
【００２５】この実施例においては、支柱部材２の柱脚
部に凹連結具２１が設けてあり、その一辺に係合開孔２
１１を形成し、その形状は、凸連結具２２が挿入できる
よう、適当な余裕をもって開設されている。凹連結具２
１の内空断面には内接して匚字形の係合受板２６が固設
され、係合頭部４２を受け止めることができる。In this embodiment, the column base of the column member 2 is provided with the concave connecting member 21, and the engaging opening 2 is formed on one side thereof.
11 is formed, and its shape is opened with an appropriate allowance so that the convex connector 22 can be inserted. Concave connector 2
An engagement receiving plate 26 of a dogleg shape is fixedly inscribed in the inner hollow cross section of 1, and can receive the engagement head 42.
【００２６】凸連結具２２は、係合頭部４２と係合首部
４３からなり、係合首部４３にはネジ溝が形成され、係
合頭部４２には係合首部４３を旋回させるための挿入孔
４２１が複数箇所設けてある。The convex connecting member 22 comprises an engaging head portion 42 and an engaging neck portion 43, a thread groove is formed in the engaging neck portion 43, and the engaging head portion 42 is swung to rotate the engaging neck portion 43. A plurality of insertion holes 421 are provided.
【００２７】本実施例の型枠体の組立ては、先の実施例
と同様に支柱部材２の柱頭部の凸連結具２２を横桟木部
材３の連結具挿通孔３３に挿通させる。しかる後、該支
柱部材２の柱脚部の凹連結具２１に係合開孔２１１より
嵌入する。さらに係合頭部４２を手で旋回するか、また
はドライバー等の棒状のものを挿入孔４２１に挿し入れ
て旋回させ、支柱部材相互と横桟木部材を締着する。ま
た、連結具にはかなりの応力が作用すると考えられる場
合は、支柱部材２の連結後に係合補強板２８を連結ボル
ト２８１によって支柱部材２に締着することもできる。In assembling the mold body of this embodiment, the convex connecting member 22 of the pillar head of the column member 2 is inserted into the connecting member insertion hole 33 of the horizontal cross member 3 as in the previous embodiment. After that, the support member 2 is fitted into the concave connecting member 21 of the column base portion through the engaging opening 211. Further, the engaging head 42 is swung by hand, or a rod-shaped member such as a screwdriver is inserted into the insertion hole 421 and swung to fasten the column members to the crosspiece members. Further, when it is considered that a considerable stress acts on the connecting member, the engagement reinforcing plate 28 can be fastened to the supporting member 2 by the connecting bolt 281 after the supporting member 2 is connected.
【００２８】図１１〜図１８に示す実施例（第３実施
例）においては先の実施例と同等の部材について同一符
号が付されている。図１１は型枠体の組立直前の斜視図
を示し、図１２は図１１の組立後の正面図を示し、図１
３は連結具の連結状態の断面斜視図を表わす。図１４は
連結装置の連結前の図１３のＡ−Ａ断面図で、図１５は
同様に連結後の断面図を示す。図１６は図１５のＢ−Ｂ
断面図である。In the embodiment (third embodiment) shown in FIGS. 11 to 18, the same members as those in the previous embodiment are designated by the same reference numerals. 11 shows a perspective view of the mold body immediately before assembly, FIG. 12 shows a front view of the mold body after assembly, and FIG.
3 shows a cross-sectional perspective view of the connected state of the connecting tool. FIG. 14 is a sectional view taken along the line AA of FIG. 13 before the coupling device is coupled, and FIG. 15 is a sectional view after coupling similarly. FIG. 16 shows BB of FIG.
FIG.
【００２９】型枠体Ａの支柱部材２は中空の円筒形の形
状をしており、柱頭部の凸連結具２２はネジ溝が施され
ている。該支柱部材２は、同じく中空の円筒形の形状
で、柱脚部は台形の係合受板２６がその円周辺に沿って
固設され、この係合受板２６に匚形の係合頭部４２が円
周に沿って架設されている。この係合頭部４２には、先
の実施例（第２実施例）同様に挿入孔４２１が設けてあ
る。The column member 2 of the form A has a hollow cylindrical shape, and the convex connecting member 22 of the column head is provided with a thread groove. The column member 2 has the same hollow cylindrical shape, and a trapezoidal engagement receiving plate 26 is fixedly installed along the circumference of the circle in the column base, and the engagement receiving plate 26 has a chevron-shaped engagement head. The part 42 is installed along the circumference. The engagement head 42 is provided with an insertion hole 421 as in the previous embodiment (second embodiment).
【００３０】支柱部材２は、矩形のスペーサ１０により
側面板１に固設されている。スペーサ１０は縦方向と横
方向がある。これは、側面板１の応力を支柱部材２に伝
達させるもので、支柱部材の断面形状によって、縦方向
及び横方向スペーサ１０と各々単独で使用したり、併用
して使用したりする。スペーサの断面形状及び材質は支
柱部材と同様である。The column member 2 is fixed to the side plate 1 by a rectangular spacer 10. The spacer 10 has a vertical direction and a horizontal direction. This is to transmit the stress of the side plate 1 to the strut member 2, and may be used alone or in combination with the vertical and horizontal spacers 10 depending on the sectional shape of the strut member. The cross-sectional shape and material of the spacer are similar to those of the pillar member.
【００３１】本実施例の型枠体の組立ては前述同様、支
柱部材２の柱頭部の凸連結具２２を横桟木部材３の連結
具挿通孔３３に挿通させる。しかる後、凸連結具２２に
該支柱部材２の係合頭部４２を旋合する。施合方法は、
係合頭部４２を手で回すか、またはドライバー等の棒状
のものを挿入孔４２１に挿し入れ、旋回させて締着する
方法をとる。また、必要に応じて水平補強材９を受台８
に固設することも可能である。水平補強材９は前述のス
ペーサ１０と同様に、側面板の応力を支柱２に伝達させ
るものである。従って、側面板の厚みと材質によって、
１箇所又は２箇所以上設け、長さは側面板Ａの寸法でも
よく、又隣接する型枠体Ｂにまたがっていてもよい。支
柱部材２の断面形状によっては、水平補強材９と支柱部
材２との取付けを容易にするため矩形の受台を支柱部材
に直接取付けたり、支柱部材の断面に対応した受台８ａ
を設け、受台８を取付ける。尚、受台の断面はＬ形等任
意形状をとる。受台８ａにはセパレータ挿通孔２５を設
けることもある。In the assembly of the formwork of the present embodiment, the convex connector 22 of the column head of the column member 2 is inserted into the connector insertion hole 33 of the horizontal wood member 3 as described above. After that, the engaging head portion 42 of the column member 2 is engaged with the convex connecting member 22. The application method is
A method of turning the engaging head 42 by hand or inserting a rod-shaped object such as a screwdriver into the insertion hole 421 and swiveling to fasten it. In addition, if necessary, the horizontal reinforcing member 9 may be attached to the receiving table 8
It is also possible to fix it to. The horizontal reinforcing member 9 is for transmitting the stress of the side plate to the support column 2 similarly to the spacer 10 described above. Therefore, depending on the thickness and material of the side plate,
It may be provided at one place or at two or more places, and the length may be the dimension of the side plate A, or may extend over the adjacent frame B. Depending on the cross-sectional shape of the pillar member 2, a rectangular pedestal may be directly attached to the pillar member in order to facilitate the attachment of the horizontal reinforcing member 9 and the pillar member 2, or a pedestal 8a corresponding to the cross section of the pillar member.
And mount the pedestal 8. The cross section of the pedestal has an arbitrary shape such as an L shape. The pedestal 8a may be provided with a separator insertion hole 25.
【００３２】連結方法がネジによる場合の他の方法を次
に示す。図１７は、連結具の連結直前の状態斜視図で、
図１８は図１７を連結した場合のＡ−Ａ断面図である。Another method in which the connecting method is a screw will be described below. FIG. 17 is a perspective view of the connecting tool immediately before connection,
FIG. 18 is a sectional view taken along the line AA in the case where FIG. 17 is connected.
【００３３】型枠体Ａの支柱部材２の柱頭部には、凸連
結具２２を有し、凸連結具２２はネジ山と谷に余裕のあ
るネジ溝即ち係合受板２６が施されている。他方型枠体
Ｂの支柱部材の柱脚部には、凹連結具２１が設けてあ
る。この凹連結具２１は前述の係合受板２６と係合頭部
ネジ４２２ａが設けてあり、このネジに対応するナット
として、係合頭部４２と係合頭部ネジ台４２２により構
成されており、断面形状は円形を有している。The pillar head of the column member 2 of the formwork A has a convex connecting member 22, and the convex connecting member 22 is provided with a thread groove or an engaging receiving plate 26 with a margin in the screw thread and the valley. There is. On the other hand, the column base of the column member of the mold B is provided with the concave connecting tool 21. The concave connector 21 is provided with the above-mentioned engagement receiving plate 26 and the engagement head screw 422a, and is constituted by the engagement head 42 and the engagement head screw base 422 as a nut corresponding to this screw. The cross section has a circular shape.
【００３４】係合受板２６に対応するナットは、係合頭
部４２でネジ山とネジ谷が旋合したとき、余裕巾δ１と
δ２を有するように設計されている。他方、係合頭部ネ
ジ４２２ａのネジ溝に対応するナットは係合頭部ネジ台
４２２でＬ形の断面形状を有している。なお、係合頭部
ネジ４２２ａのネジ形状は、係合受板２６のネジより小
さくより精密なネジ山とネジ谷を形成している。The nut corresponding to the engagement receiving plate 26 is designed to have allowances δ 1 and δ 2 when the threads and the threads are engaged with each other at the engagement head 42. On the other hand, the nut corresponding to the thread groove of the engaging head screw 422a has an L-shaped cross-sectional shape at the engaging head screw base 422. The screw shape of the engaging head screw 422a is smaller than the screw of the engaging receiving plate 26 and forms a more precise screw thread and screw trough.
【００３５】本型枠体の組立ては、前項の第１及び第２
実施例と同様に、基礎型枠体Ｂを設置後、横桟木部材３
の連結具挿通孔３３に縦連結具４の凸連結具２２を挿通
後、セパレータを取付け、隣接する横桟木部材の横連結
５、３４、３５を行う。The assembling of this form body is performed by the first and second of the preceding paragraph.
Similar to the embodiment, after the basic formwork B is installed, the horizontal wood members 3
After inserting the convex connector 22 of the vertical connector 4 into the connector insertion hole 33, the separator is attached, and the horizontal connectors 5, 34, and 35 of the adjacent horizontal wood members are performed.
【００３６】次に、隣接する型枠体Ｂの支柱の柱脚部の
係合頭部４２を型枠体Ａの凸連結具２２の係合受板２６
に旋合させる。この時、型枠体Ａの支柱が１本のときは
問題ないが、２本以上あると、支柱間の距離が、型枠の
製作及び施工上、多少の誤差があるため、その誤差の吸
収が必要となる。このことは図１１〜図１６も同様であ
る。このため、凸連結具２２の係合受板２６と係合頭部
４２のネジ山と谷にδ１とδ２の余裕巾を設け、この誤
差を吸収する。しかし、この凸連結具と係合頭部ではゆ
るみを生じるので、隣接する型枠体Ｂの係合頭部ネジ台
４２２を旋合して締め付ける。従って、係合頭部４２は
横桟木部材３と係合頭部ネジ台４２２によって挟まれて
いるので、隣接する型枠体Ｂの支柱の連結が充分なされ
ているので安全である。Next, the engaging heads 42 of the column bases of the columns of the adjoining mold bodies B are connected to the engaging receiving plates 26 of the convex connecting members 22 of the mold body A.
To tie to. At this time, there is no problem when the number of columns of the formwork A is one, but when there are two or more columns, there is some error in the distance between the columns due to the manufacturing and construction of the formwork, and the error is absorbed. Is required. This also applies to FIGS. 11 to 16. Therefore, the margins of δ 1 and δ 2 are provided in the threads and the valleys of the engagement receiving plate 26 of the convex coupling 22 and the engagement head 42 to absorb this error. However, since looseness occurs between the convex connecting tool and the engagement head, the engagement head screw base 422 of the adjacent mold body B is rotated and tightened. Therefore, the engaging head portion 42 is sandwiched by the horizontal crosspiece member 3 and the engaging head portion screw base 422, so that the columns of the adjacent mold bodies B are sufficiently connected, which is safe.
【００３７】図１９に示す実施例（第４実施例）におい
ては、先の実施例と同等の部材について同一符号が付さ
れている。図１９は型枠体の組立斜視図を示す。In the embodiment (fourth embodiment) shown in FIG. 19, the same members as those in the previous embodiment are designated by the same reference numerals. FIG. 19 shows an assembled perspective view of the mold body.
【００３８】型枠体Ａの支柱部材２は中空の角柱の形状
をしており、支柱部材２相互の柱頭部と柱脚部には凹連
結具２１が設けてある。この凹連結具２１は、横桟木部
材３に設けてある矩形の凸連結具２２と嵌合できる形状
となっている。さらに、凸連結具２２と支柱部材２の側
面には連結ボルト４１が挿通できる挿通孔２３、２４が
それぞれ設けてある。また、支柱部材２には相対向する
型枠体Ａ相互の間隔を保持できるように、セパレータ６
を挿通するためのセパレータ挿通孔２５が開設してあ
る。The pillar member 2 of the mold A is in the shape of a hollow prism, and the column heads and the pillar legs of the pillar members 2 are provided with concave connecting members 21. The concave connecting tool 21 has a shape that can be fitted with a rectangular convex connecting tool 22 provided on the horizontal cross member 3. Further, through holes 23 and 24 through which the connecting bolts 41 can be inserted are provided on the side surfaces of the convex connecting member 22 and the pillar member 2, respectively. In addition, the support member 2 is provided with a separator 6 so that the space between the mold bodies A facing each other can be maintained.
A separator insertion hole 25 for inserting the separator is opened.
【００３９】横桟木部材３は中空の角柱の形状をしてい
るが、中実の角柱であってもよい。横桟木部材３の所定
の位置には、支柱部材２の凹連結具２１に嵌合できるよ
うな凸連結具２２が上下面に設けてある。The horizontal crosspiece member 3 is in the shape of a hollow prism, but it may be a solid prism. At a predetermined position of the horizontal crossbar member 3, a convex connecting tool 22 that can be fitted into the concave connecting tool 21 of the column member 2 is provided on the upper and lower surfaces.
【００４０】本実施例の型枠体の組立ては、型枠体Ａの
支柱部材２の柱頭部の凹連結具２１に横桟木部材３の凸
連結具２２を嵌合させる。しかる後、連結ボルト４１を
挿通孔２３、２４に挿通させ締着する。さらにセパレー
タを取り付け、相対向する型枠体Ａの間隔を保持する。
次に、上層の型枠体Ａの支柱部材２の柱脚部の凹連結具
２１と前述の横桟木部材３の凸連結具２２を嵌合させ、
連結ボルトにより締着する。以上の手順を繰り返し、型
枠体Ａを順次組立てる。尚横方向の隣接型枠体Ｂの横桟
木部材３の取付けも、前述の実施例と同様の方法で行
う。第２、第３実施例もこの連結方法を採用出来ること
は云うまでもない。In assembling the mold body of this embodiment, the convex connector 22 of the horizontal crosspiece member 3 is fitted to the concave connector 21 of the pillar head of the column member 2 of the mold body A. After that, the connecting bolt 41 is inserted into the insertion holes 23 and 24 and tightened. Further, a separator is attached to hold the space between the mold bodies A facing each other.
Next, the concave connector 21 of the column base of the column member 2 of the upper-layer form A and the convex connector 22 of the above-mentioned crosswood member 3 are fitted,
Tighten with connecting bolts. The above procedure is repeated to sequentially assemble the mold bodies A. The horizontal frame members 3 of the adjacent form frame B in the horizontal direction are also attached in the same manner as in the above-described embodiment. It goes without saying that the second and third embodiments can also adopt this connecting method.
【００４１】本発明は前述の第１実施例より第４実施例
に示す技術的思想の範囲に限定するものでなく、図２０
に示す様な範囲も含まれるものである。（第５実施例）
図２０は型枠体Ａ、Ｂの組立直前の斜視図。The present invention is not limited to the scope of the technical idea shown in the first to fourth embodiments described above.
The range shown in is included. (Fifth embodiment)
FIG. 20 is a perspective view of the mold bodies A and B immediately before assembling.
【００４２】本発明の型枠体は、側面板１に支柱部材２
が２本鉛直方向に固設されており、その上端に横桟木部
材３が、工場にて支柱部材に取付けてある。支柱部材２
の下端には２箇所、Ｌ形の凹連結具２１が固設されてあ
る。横桟木部材３にはボルト構造の凸連結具２２が凹連
結具の挿通孔２４に対応する数だけ設けてある。In the formwork of the present invention, the support member 2 is provided on the side plate 1.
2 are fixed in the vertical direction, and the horizontal crosspiece member 3 is attached to the support member at the upper end of the horizontal crosspiece member 3. Support member 2
Two L-shaped concave connecting tools 21 are fixedly provided at the lower end of the. The horizontal crossbar member 3 is provided with a plurality of bolt-shaped convex connecting members 22 corresponding to the insertion holes 24 of the concave connecting members.
【００４３】この型枠体の組立方法は、前述の実施例と
同様に基礎型枠体Ｂを据え付け後、横桟木部材３の横連
結具５を行う。この場合の横連結は入り子式になってお
り、凸連結具３２が移動して隣接する凹連結具３１に嵌
合し、連結ボルト５１とナット６３によって固定する。
その後、型枠体Ａの凹連結具２１の挿通孔２４に凸連結
具２２を嵌合し、ナット６３によって締め付ける。この
方法によって、以下順次行われる。この方法は、第１〜
第４実施例にも応用出来る。In this method of assembling the formwork body, the base formwork body B is installed and then the horizontal connecting tool 5 of the horizontal crosspiece member 3 is carried out as in the above-described embodiment. The horizontal connection in this case is of a telescopic type, and the convex connecting member 32 moves and fits into the adjacent concave connecting member 31, and is fixed by the connecting bolt 51 and the nut 63.
After that, the convex connecting member 22 is fitted into the insertion hole 24 of the concave connecting member 21 of the mold body A, and is tightened by the nut 63. This method is sequentially performed below. This method is
It can also be applied to the fourth embodiment.
【００４４】本発明の型枠体の連結方法の使用範囲は、
前述の型枠体に限定するものではない。即ち、型枠体そ
のものを埋殺して型枠体の連結方法とすることも含まれ
る。図１において、側面板１の表面を化粧板として、対
向する支柱部材２、２間にコンクリートを打設する。
（第６実施例）即ち、本型枠体の構成は第１実施例〜第
５実施例と同じである。ただ異なる点は、セパレータ６
のネジ部６２とナット６３が側面板１のＥ側にある点で
ある。又側面板の表面（Ｅ）を化粧し、支柱部材側を化
粧しない側面板を使用する。The range of use of the method of connecting formwork of the present invention is as follows:
It is not limited to the above-mentioned formwork. That is, the method includes a method of connecting the mold bodies by burying the mold bodies themselves. In FIG. 1, using the surface of the side plate 1 as a decorative plate, concrete is placed between the supporting column members 2 and 2 facing each other.
(Sixth Embodiment) That is, the configuration of the present mold body is the same as that of the first to fifth embodiments. The only difference is the separator 6
This is the point where the threaded portion 62 and the nut 63 are on the E side of the side plate 1. Further, a side plate is used which has the surface (E) of the side plate made up and the column member side not made up.
【００４５】次に第６実施例の施工方法を開示する。
（１）第１実施例と同様に基礎型枠Ｂを設置する。この
場合は必要によって、基礎板７が省略される場合があ
る。基礎型枠Ｂ、Ｂは支柱部材２を対向して設置する。Next, the construction method of the sixth embodiment will be disclosed. (1) The base form B is installed as in the first embodiment. In this case, the base plate 7 may be omitted if necessary. The base forms B, B are installed with the support members 2 facing each other.
【００４６】（２）基礎型枠Ｂ、Ｂ間にセパレータ６を
取付け、ネジ部６２とナット６３を側面板の化粧面側Ｅ
に取付ける。同様に、横方向に隣接する型枠体も設置さ
れる。(2) The separator 6 is attached between the base molds B and B, and the screw portion 62 and the nut 63 are attached to the side E of the side plate.
Install on. Similarly, formwork bodies adjacent in the lateral direction are also installed.
【００４７】（３）横桟木部材が前実施例同様に設置さ
れる。(3) The horizontal bar members are installed as in the previous embodiment.
【００４８】（４）型枠体Ａが前実施例同様に設置さ
れ、セパレータ６が取付けられ、ネジ部６２とナット６
３が側面板の化粧面側に設置され、締付けられる。(4) The form A is installed as in the previous embodiment, the separator 6 is attached, and the screw portion 62 and the nut 6 are attached.
3 is installed on the decorative surface side of the side plate and tightened.
【００４９】（５）横桟木部材３が設置される。(5) The horizontal crosspiece member 3 is installed.
【００５０】（６）（４）、（５）の方法にて左、右及
び上方向に型枠体は組積される。(6) The mold bodies are laid in the left, right and up directions by the methods (4) and (5).
【００５１】（７）組積完了後、対向する支柱部材間
２、２にコンクリートが打設される。(7) After the completion of the masonry, concrete is placed between the column members 2 and 2 facing each other.
【００５２】（８）側面板１、支柱部材２、横桟木部材
３及びセパレータ６のロット本体６１は埋殺される。(8) The side plate 1, the support member 2, the horizontal crosspiece member 3, and the lot body 61 of the separator 6 are buried.
【００５３】（９）セパレータ６のネジ部６２とナット
６３は側面板Ｅ側よりはずされ、その跡部は補修され完
了となる。必要によっては、ネジ部６２とナット６３を
省略して、セパレータ６のロット本体６１と支柱部材２
を溶接するか又は、ロット本体６１の中間に公知のター
ンバックルを設置すると、支柱部材間２、２の間隔の調
整が出来る。従ってネジ部６２の跡がつかないので化粧
面の補修の必要がない。(9) The screw portion 62 and the nut 63 of the separator 6 are removed from the side surface plate E side, and the traces thereof are repaired and completed. If necessary, the screw portion 62 and the nut 63 are omitted, and the lot body 61 of the separator 6 and the support member 2 are omitted.
If a well-known turnbuckle is installed in the middle of the lot main body 61, the space between the column members 2 and 2 can be adjusted. Therefore, since there is no mark on the screw portion 62, it is not necessary to repair the decorative surface.
【００５４】この方法の利点は、型枠体の取外しが不要
であり、側面板の表面（Ｅ）を化粧板として使用出来
る。The advantage of this method is that it is not necessary to remove the mold body, and the surface (E) of the side plate can be used as a decorative plate.
【００５５】支柱部材が連結具４によって鉛直方向に固
定され、横方向に横桟木部材３と連結具５によって固定
されており、支柱部材２と横桟木部材３は縦と横方向に
格子状に強固に連結されているので構造材として利用出
来、従来の鉄筋及び鉄骨の替りとして利用出来るので経
済的である。The column members are fixed in the vertical direction by the connecting members 4, and are fixed in the horizontal direction by the horizontal cross member 3 and the connecting members 5. The supporting column members 2 and the horizontal cross member 3 are arranged in a grid pattern in the vertical and horizontal directions. It is economical because it can be used as a structural material because it is firmly connected and can be used as a substitute for conventional reinforcing bars and steel frames.
【００５６】本発明の横桟木部材３の断面形状は、角形
の中空断面に限定するものではない。即ち、角形で全断
面密実な中実断面でもよい。又はＬ形、Ｔ形等色々な形
状の断面を側面板の形状によって選択出来る。The cross-sectional shape of the horizontal cross member 3 of the present invention is not limited to a square hollow cross section. That is, it may be a solid cross section that is square and has a solid cross section. Alternatively, various cross-sections such as L-shape and T-shape can be selected depending on the shape of the side plate.
【００５７】この横桟木部材の断面形状の一実施例を図
２１と図２２に示す。図２１は中空矩形断面に矩形の水
平補強板９が上下端に溶接されていて、横桟木部材が一
体化している。図２２はＴ形の中実断面の横桟木部材を
採用した断面図である。21 and 22 show an example of the cross-sectional shape of this horizontal cross member. In FIG. 21, rectangular horizontal reinforcing plates 9 are welded to the upper and lower ends in a hollow rectangular cross section, and horizontal crosspiece members are integrated. FIG. 22 is a sectional view of a T-shaped solid cross-section member.
【００５８】この様に横桟木部材の厚みが薄いと、その
端部に任意形の水平補強板９を取付け、型枠体Ａ、Ｂの
側面板の支持補強をなしている。横桟木部材、水平補強
板９、スペーサ１０及び受台８の材質は支柱部材２と同
様である。又横桟木部材の位置は、型枠体Ａ、Ｂの境に
位置する必要はなく、側面板内にあれば自由である。When the thickness of the horizontal crosspiece member is thus thin, a horizontal reinforcing plate 9 of an arbitrary shape is attached to the end portion thereof to support and reinforce the side plates of the form bodies A and B. The materials of the cross bar member, the horizontal reinforcing plate 9, the spacer 10 and the pedestal 8 are the same as those of the support member 2. Further, the position of the crosspiece member does not need to be located at the boundary between the mold bodies A and B, and can be freely set as long as it is within the side plate.
【００５９】本発明は、上記実施例に限定されるもので
はなく、本発明の基本的技術思想の範囲内で種々設計変
更が可能である。すなわち、以下の態様は本発明の技術
的範囲内に包含されるものである。
支柱部材２は１つの側面に２箇所に限定されるもので
なく、１箇所又は３箇所以上設定できる。
支柱部材２の断面形状は中空の矩形や円形に限定され
るものでなく、中実断面又は他の形状を採ることは自由
である。
凸連結具２２や連結具挿通孔３３もと同様に他の形
状を採ることは自由であり、さらに、連結方法もクラン
プ及びボルトによる連結等を採用出来る。
本実施例においては凸連結具２２は支柱部材２の柱頭
部に配されているが、柱脚部に配することも可能であ
る。
セパレータ６を支柱部材２以外の箇所、例えば横桟木
部材３に配する態様を採ることもできる。
スペーサ１０は矩形の帯状に限定するものでなく、ト
ラス形状でも、円形及び矩形の任意形状の棒状を数箇所
設けることも出来る。The present invention is not limited to the above embodiments, and various design changes can be made within the scope of the basic technical idea of the present invention. That is, the following aspects are included in the technical scope of the present invention. The support member 2 is not limited to two places on one side surface, and can be set at one place or three or more places. The cross-sectional shape of the strut member 2 is not limited to a hollow rectangle or a circle, and a solid cross section or another shape can be freely adopted. It is free to adopt other shapes like the convex connector 22 and the connector insertion hole 33, and the connecting method may be a clamp or bolt connection. In the present embodiment, the convex connector 22 is arranged on the pillar head of the pillar member 2, but it may be arranged on the pillar base. It is also possible to adopt a mode in which the separator 6 is arranged on a portion other than the pillar member 2, for example, on the horizontal timber member 3. The spacer 10 is not limited to the rectangular band shape, but may be a truss shape or a plurality of rod shapes of arbitrary shapes such as a circular shape and a rectangular shape.
【００６０】[0060]
【発明の効果】本発明によれば、横桟木部材の連結が凸
連結具２２によって出来るため、組立、解体の手順が少
なく簡単である。また、横桟木部材に支柱部材を挿通さ
せるため横桟木部材と支柱部材が一体化し、より強固な
結合力が得られる。これにより、熟練工の手によらなく
とも簡単に強固な型枠体を構築することができる。又本
発明は側面板が化粧材として利用され、支柱部材及び横
桟木部材が構造材として利用されるため、工期短縮で人
手不足の解決にもなる。According to the present invention, since the horizontal crosspiece members can be connected by the convex connecting member 22, the procedure of assembling and disassembling is small and simple. Further, since the support member is inserted into the horizontal wood member, the horizontal wood member and the support member are integrated with each other, so that a stronger bonding force can be obtained. This makes it possible to easily construct a strong mold body without resorting to a skilled worker. Further, in the present invention, the side plate is used as a decorative material, and the strut member and the horizontal wood member are used as a structural material. Therefore, the work period can be shortened and labor shortage can be solved.
【図１】本発明の型枠体の連結方法を備えた一実施例
（第１実施例）の型枠体の組立直前の斜視図。FIG. 1 is a perspective view of a mold body according to an embodiment (first embodiment) including a method of connecting mold bodies of the present invention, immediately before assembling.
【図２】図３のＢ−Ｂ断面で型枠体の組立状態図であ
る。FIG. 2 is an assembly state diagram of a mold body taken along the line BB in FIG.
【図３】図２のＡ−Ａ断面図である。3 is a cross-sectional view taken along the line AA of FIG.
【図４】型枠体の組立斜視図である。FIG. 4 is an assembled perspective view of a mold body.
【図５】本発明の型枠体の連結具を備えた他の実施例
（第２実施例）の型枠体の斜視図。FIG. 5 is a perspective view of a mold body of another embodiment (second embodiment) including the mold frame connector of the present invention.
【図６】連結する直前の連結具の詳細斜視図。FIG. 6 is a detailed perspective view of a connecting tool immediately before being connected.
【図７】図６のＡ−Ａ断面図。（連結状態）7 is a cross-sectional view taken along the line AA of FIG. (Connected state)
【図８】図７のＣ−Ｃ断面図。8 is a cross-sectional view taken along line CC of FIG.
【図９】図８のＤ−Ｄ断面図。9 is a cross-sectional view taken along line DD of FIG.
【図１０】支柱部材の柱脚部の詳細斜視図。FIG. 10 is a detailed perspective view of a column base portion of a column member.
【図１１】本発明の型枠体の連結方法を備えた他の実施
例（第３実施例）の型枠体の斜視図。FIG. 11 is a perspective view of a mold body of another embodiment (third embodiment) provided with the method of connecting mold bodies of the present invention.
【図１２】第１１図の連結後の正面図。FIG. 12 is a front view of FIG. 11 after the connection.
【図１３】連結具の連結状態の断面斜視図。FIG. 13 is a cross-sectional perspective view of a connected state of the connecting tool.
【図１４】連結具の連結する前の図１３のＡ−Ａ断面
図。FIG. 14 is a cross-sectional view taken along the line AA of FIG. 13 before connecting the connecting tool.
【図１５】連結具の連結後の図１３のＡ−Ａ断面図。FIG. 15 is a cross-sectional view taken along the line AA of FIG. 13 after connecting the connecting tools.
【図１６】図１５のＢ−Ｂ断面図。16 is a sectional view taken along line BB of FIG.
【図１７】図１７は連結具の連結直前の状態の斜視図。FIG. 17 is a perspective view of a connecting tool immediately before being connected.
【図１８】図１８は連結装置の断面図。FIG. 18 is a cross-sectional view of the connecting device.
【図１９】本発明の型枠体の連結方法を備えた他の実施
例（第４実施例）の型枠体の組立斜視図。FIG. 19 is an assembled perspective view of a mold body of another embodiment (fourth embodiment) including the method of connecting mold bodies of the present invention.
【図２０】本発明の型枠体の連結方法を示し、組立直前
の斜視図。（第５実施例）FIG. 20 is a perspective view showing a method of connecting the mold bodies of the present invention, immediately before assembly. (Fifth embodiment)
【図２１】、FIG. 21:
【図２２】別の断面形状の横桟木部材の各断面図。FIG. 22 is a sectional view of a crosspiece member having another sectional shape.
Ａ…型枠体 ３２…凸連結具
Ｂ…基礎型枠体 ３３…連結具挿通孔
Ｃ…コンクリート ３４、３５…挿通孔
Ｄ…鉄筋 ４…縦連結具
δ…余裕巾 ４１…連結ボルト
１…側面板 ４２…係合頭部
２…支柱部材 ４２１…挿入孔
２０…支柱本体 ４２２…係合頭部ネジ
台
２１…凹連結具 ４３…係合首部
２１１…係合開孔 ４４…クサビ
２２…凸連結具 ５…横連結具
２３、２４…挿通孔 ５１…連結ボルト
２５…セパレータ挿通孔 ６…セパレータ
２６…係合受板 ６１…ロッド本体
２７…係合腹部 ６２…ネジ部
２８…係合補強板 ６３…ナット
２８１…連結ボルト ７…基礎板
３…横桟木部材 ８…受台
３０…横桟木本体 ９…水平補強板
３１…凹連結具 １０…スペーサA ... Formwork body 32 ... Convex connector B ... Basic formwork body 33 ... Connector insertion hole C ... Concrete 34,35 ... Insertion hole D ... Reinforcing bar 4 ... Vertical connector δ ... Margin 41 ... Connection bolt 1 ... side Face plate 42 ... Engaging head 2 ... Strut member 421 ... Insert hole 20 ... Strut body 422 ... Engaging head screw stand 21 ... Recessed connecting tool 43 ... Engaging neck 211 ... Engaging opening 44 ... Wedge 22 ... Convex connection Tool 5 ... Horizontal connectors 23, 24 ... Insertion hole 51 ... Connection bolt 25 ... Separator insertion hole 6 ... Separator 26 ... Engagement receiving plate 61 ... Rod main body 27 ... Engagement abdomen 62 ... Screw part 28 ... Engagement reinforcing plate 63 ... Nut 281 ... Connecting bolt 7 ... Base plate 3 ... Horizontal timber member 8 ... Stand 30 ... Horizontal timber main body 9 ... Horizontal reinforcing plate 31 ... Recessed coupling tool 10 ... Spacer
Claims (2)
て、１又は２以上の支柱部材が鉛直方向に固設され、こ
の支柱部材が上下方向互いに接続される連結具を有する
型枠体において、前記連結具の連結方法が横桟木部材を
介して行われることを特徴とする型枠体の連結方法。1. A mold having a connector in which one or more pillar members are vertically fixed along one side of a substantially rectangular side plate, and the pillar members are vertically connected to each other. In the frame, the method of connecting the connecting tool is performed via a horizontal crosspiece member.
結具のいずれか又は両方がネジ構造を有しており、この
ネジ構造によって凸連結具と凹連結具のいずれかを連結
させることを特徴とする請求項１に記載の型枠体の連結
方法。2. One or both of a convex connecting member and a concave connecting member, which are connecting members of a strut member, have a screw structure, and the convex connecting member and the concave connecting member are connected by this screw structure. The method for connecting formwork bodies according to claim 1, wherein
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3273035A JP3059976B2 (en) | 1991-07-22 | 1991-07-22 | Formwork wall structure and formwork connection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3273035A JP3059976B2 (en) | 1991-07-22 | 1991-07-22 | Formwork wall structure and formwork connection method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0525935A true JPH0525935A (en) | 1993-02-02 |
| JP3059976B2 JP3059976B2 (en) | 2000-07-04 |
Family
ID=17522262
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3273035A Expired - Lifetime JP3059976B2 (en) | 1991-07-22 | 1991-07-22 | Formwork wall structure and formwork connection method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3059976B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100386497C (en) * | 2006-05-08 | 2008-05-07 | 兰永柱 | Special support shuttering device for cast-in-place thermal-insulating layer, and its construction process |
| CN105507577A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Adjustable building formwork |
| JP2018076640A (en) * | 2016-11-07 | 2018-05-17 | 株式会社 吉永産業 | Unit Form Device |
-
1991
- 1991-07-22 JP JP3273035A patent/JP3059976B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100386497C (en) * | 2006-05-08 | 2008-05-07 | 兰永柱 | Special support shuttering device for cast-in-place thermal-insulating layer, and its construction process |
| CN105507577A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Adjustable building formwork |
| CN105507577B (en) * | 2014-09-25 | 2018-01-02 | 能诚集团有限公司 | adjustable building template |
| JP2018076640A (en) * | 2016-11-07 | 2018-05-17 | 株式会社 吉永産業 | Unit Form Device |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3059976B2 (en) | 2000-07-04 |
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