JP3059976B2 - Formwork wall structure and formwork connection method - Google Patents

Formwork wall structure and formwork connection method

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Publication number
JP3059976B2
JP3059976B2 JP3273035A JP27303591A JP3059976B2 JP 3059976 B2 JP3059976 B2 JP 3059976B2 JP 3273035 A JP3273035 A JP 3273035A JP 27303591 A JP27303591 A JP 27303591A JP 3059976 B2 JP3059976 B2 JP 3059976B2
Authority
JP
Japan
Prior art keywords
formwork
connecting member
crosspiece
side plate
connector
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.)
Expired - Lifetime
Application number
JP3273035A
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Japanese (ja)
Other versions
JPH0525935A (en
Inventor
武茂 下ノ原
Original Assignee
武茂 下ノ原
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Filing date
Publication date
Application filed by 武茂 下ノ原 filed Critical 武茂 下ノ原
Priority to JP3273035A priority Critical patent/JP3059976B2/en
Publication of JPH0525935A publication Critical patent/JPH0525935A/en
Application granted granted Critical
Publication of JP3059976B2 publication Critical patent/JP3059976B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【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構築する型
枠壁体の構造及び型枠体の連結方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mold for constructing a formwork used as a finishing material for an outer wall, an inner wall and a retaining wall of a building, or a concrete formwork of a building through a crosspiece.
The present invention relates to a structure of a frame wall and a method of connecting a form body.

【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 applicant of the present invention has previously disclosed in Japanese Patent Application No. 1-51321 (hereinafter referred to as "prior art") a column member fixed vertically on the side surface of a rectangular side plate, and the capital of the column member. A formwork body having a connecting part which can be connected to the part and the column base is proposed. This technique solves the labor shortage of the mold maker, but there are some inconveniences in the structure of the mold body and its installation method depending on the use of the mold.

【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
に組み立てることができ、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, can be easily assembled without the need for skilled workers, has a strong joining force, and has a wide variety of connection structures. The purpose is to achieve the conversion.

【0004】[0004]

【課題を解決するための手段】本発明の型枠壁体の構造
と型枠体の連結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、型枠壁体の構
造に関し、実質的に矩形を成す側面板、該側面板の片側
面の鉛直方向に固設された、該矩形板の上下方向の長さ
より略横桟木部材の巾分だけ短尺で且つその上下端部に
互いに接続される形状を有する連結具を形成した1又は
2以上の支柱部材とより成る型枠体と、上下に連結され
る支柱部材の間隙に配設される上記連結具を挿通するた
めの連結具挿通孔を形成した別体の横桟木部材とより成
り、上記型枠体を横桟木部材を介して連結して成ること
を特徴としている。また、上記支柱部材の上下端部の連
結部を凸連結具又は凹連結具のいずれかとしたことを特
徴としている。 更に、上記支柱部材の上下端部の連結具
を凸連結具若しくは凹連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している。
また、実質的に矩形を成す側面板、該側面板の片側面の
鉛直方向に固設された、該矩形板の上下方向の長さより
略横桟木部材の巾分だけ短尺で且つその上下端部に横桟
木部材の連結具と互いに接続される形状を有する連結具
を形成した1又は2以上の支柱部材とより成る型枠体
と、上下に連結される支柱部材の間隙に配設される上記
支柱部材の連結具と連結するための連結具を形成した別
体の横桟木部材とより成り、上記型枠体を横桟木部材を
介して連結して成ることを特徴としている。更に、上記
横桟木部材の左右端部に横連結具を形成したことを特徴
としている。また、型枠体の連結方法に関し、実質的に
矩形を成す側面板、該側面板の片側面の鉛直方向に固設
された、該矩形板の上下方向の長さより略横桟木部材の
巾分だけ短尺で且つその上下端部に互いに接続される形
状を有する連結具を形成した1又は2以上の支柱部材と
より成る型枠体と、上下に連結される支柱部材の間隙に
配設される上記連結具を挿通するための連結具挿通孔を
形成した別体の横桟木部材とより成り、上記型枠体の支
柱部材の連結具を横桟木部材の連結具挿通孔へ挿通して
横桟木部材を設置し、その後、上下の連結具を固定する
ことにより、上下型枠体を一体的に組み立てることを特
徴としている。更に、上記支柱部材の上下端部の連結部
を凸連結具又は凹連結具のいずれかとしたことを特徴と
している。また、上記支柱部材の上下端部の連結具を凸
連結具及び凹連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している。更に、実
質的に矩形を成す側面板、該側面板の片側面の鉛直方向
に固設された、該矩形板の上下方向の長さより略横桟木
部材の巾分だけ短尺で且つその上下端部に横桟木部材の
連結具と互いに接続される形状を有する連結具を形成し
た1又 は2以上の支柱部材とより成る型枠体と、上下に
連結される支柱部材の間隙に配設される上記支柱部材の
連結具と連結するための連結具を形成した別体の横桟木
部材とより成り、上記型枠体の支持部材の連結具と横桟
木部材の連結具とを連結して横桟木部材を設置し、その
後、両連結具を固定することにより、上下型枠体を一体
的に組み立てることを特徴としている。また、上記横桟
木部材の左右端部に横連結具を形成したことを特徴とし
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。
SUMMARY OF THE INVENTION The structure of the formwork wall of the present invention
The following configuration (technical means) is adopted as a method of connecting the mold and the form body in order to achieve the above object. That is, regarding the structure of the formwork wall, a substantially rectangular side plate, one side of the side plate
The vertical length of the rectangular plate fixed in the vertical direction of the surface
It is shorter than the width of the horizontal crosspiece, and at the upper and lower ends
1 or a connecting member having a shape connected to each other is formed
Formwork composed of two or more support members, and connected vertically
Through which the connector provided in the gap between the strut members is inserted.
And a separate cross bar member with a connecting hole
And the formwork is connected via a crosspiece member.
It is characterized by. Also, the link between the upper and lower ends of the support member is
It is noted that the connecting part is either a convex connector or a concave connector.
It is a sign. Furthermore, a connecting member at the upper and lower ends of the support member
Either the convex connector or the concave connector or both are screws
The screw structure allows the convex connector and the concave
It is characterized in that any one of the connecting tools is connected.
Also, a substantially rectangular side plate, one side of the side plate
From the vertical length of the rectangular plate fixed in the vertical direction
It is as short as the width of the cross bar member, and the cross bar is
Connecting member having a shape connected to a connecting member of a wooden member
Forming Body Consisting of One or Two or More Strut Members Formed
And the above-mentioned disposed in the gap between the pillar members connected vertically
Separately formed a connecting tool for connecting with the connecting member of the support member
And the horizontal formwork body
It is characterized in that it is connected through an intermediary. In addition,
A horizontal connecting member is formed at the left and right ends of the horizontal crosspiece member.
And Also, regarding the method of connecting the formwork,
Rectangular side plate, fixed vertically on one side of the side plate
Of the horizontal cross member from the vertical length of the rectangular plate
Short in width and connected to the upper and lower ends
One or more strut members forming a coupler having a shape
The gap between the formwork consisting of
The connecting tool insertion hole for inserting the connecting tool
It is composed of a separate cross beam member formed and supports the formwork body.
Insert the connecting member of the column member into the connecting hole
Install the crosspiece members, and then fix the upper and lower connectors
This makes it possible to assemble the upper and lower
It is a sign. Further, a connecting portion of the upper and lower ends of the support member
Is either a convex connector or a concave connector.
are doing. Also, the connecting members at the upper and lower ends of the support member are convex.
Either or both the coupling and the concave coupling have a screw structure.
This screw structure allows the convex connector and concave connector
It is characterized in that either of them is connected. In addition,
A qualitatively rectangular side plate, the vertical direction of one side of the side plate
The crosspiece is substantially fixed from the vertical length of the rectangular plate
The width of the member is short and the upper and lower ends
Forming a connector having a shape connected to the connector and to each other;
1 or a mold body composed more and 2 or more strut members, the upper and lower
Of the above-mentioned strut member disposed in the gap between the strut members to be connected.
Separate crosspiece forming couplings for coupling with couplings
And a connecting member of the support member of the formwork body and the cross rail.
The crosspiece is installed by connecting the wooden member connecting tool.
Later, by fixing both connectors, the upper and lower formwork are integrated.
It is characteristically assembled. In addition,
It is characterized by horizontal connecting parts formed on the left and right ends of the wooden member
ing. In the above-described configuration, as shown in the following embodiments, the coupling tool has a rectangular shape (first embodiment), a bolt shape (second embodiment), a screw shape (third embodiment), and a cross bar integrated type (fourth embodiment). Embodiments, Fifth and Sixth Embodiments).

【0005】[0005]

【作用】この型枠を使用してなされる璧体の構造におい
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。
In the structure of the wall made by using this formwork, each formwork is arranged in the same phase state in the vertical direction or the lateral direction, and the formwork bodies in the vertical position are connected to each other. The strut member is connected and fixed by a connecting member. As a connecting method, an insertion hole and a connecting member are provided in the crosspiece member, and the adjacent upper and lower formwork bodies are provided through the inserting hole and the connecting member. Are directly connected and fixed, whereby the upper and lower support members and the horizontal crosspiece members are integrated, so that the joining force in the horizontal direction as well as in the vertical direction is strong.

【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 a method for connecting a mold body according to the present invention will be described with reference to the drawings. (First Embodiment) FIGS. 1 to 4 show a mold body provided with a connection method according to one embodiment (first embodiment). 1 to 4 show the entirety of the mold body, FIG. 1 shows the entirety of the mold body, and shows a perspective view immediately before assembly of the mold body, and FIG. 2 shows a cross section taken along line BB of FIG. FIG. 3 shows a masonry plane and a sectional view taken along line AA of FIG. 2, and FIG. 4 shows an assembled perspective view of the mold.

【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、型枠組み立てに際し使用される
セパレータ6を含む。
Referring to FIGS. 1 to 4, this form A is composed of a substantially rectangular flat plate-like side plate 1, a column member 2, and a main member of a crosspiece member 3. It includes a vertical connecting member 4 disposed on the upper and lower portions of the column member 2, a horizontal connecting member 5 disposed on the left and right portions of the horizontal pier member 3, and a separator 6 used for assembling the formwork.

【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。
Hereinafter, a detailed configuration of each part will be described. The side plate 1 is a main component of the formwork, and forms a thin flat plate. The material is steel, light metal (aluminum, etc.),
Appropriate materials of 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20)に嵌挿されボルト等に
より固設される。
The column member 2 includes a prism column body 20 having a hollow column, and a concave connector 21 in the hollow portion of the column base of the column body 20.
And a convex connector 22 which is firmly fitted to and fixed to the concave connector at the upper end of the column main body 20. The strut member 2 is made of an appropriate material as in the case of the side plate 1. This material may be the same as or different from the side plate. Further, the strut member and the side plate may be integrally made of the same material. The support member 2 is fixed to the side surface of the side plate 1 by welding or bolts. Further, an adhesive may be used. The convex connector 22 of the column member 2 is inserted into the concave connector 21 (hollow portion 20) of the column base of the column main body 20, and is fixed with 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が挿通できる挿通
孔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41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 column head and column base of the column member 2. Penetration that connection bolt 41 can be inserted into the column head and column base
Holes 23 and 24 are provided , and after the convex connector 22 is fitted into the concave connector 21, it is fixed by connecting bolts 41 through the insertion holes 23 and 24. The connecting bolt is provided with an insertion hole through which the wedge 44 can be inserted, and the wedge 44 is driven into this hole to fasten 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 crosspiece member 3 is composed of a rectangular crosspiece main body 30 having a hollow pillar and a convex coupling 32 firmly fitted and fixed to a concave coupling 31 at an end of the horizontal crosspiece main body 30. A suitable material is selected for the cross bar member 3 as well as the side plate. The crosspiece member 3
, A rectangular connector insertion hole 33 is formed at a position where the connector is connected to the support 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が挿通できる挿通孔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 in the same manner as the column member 2. At both ends of the crosspiece member 3, insertion holes 34 and 35 through which connection bolts 51 can be inserted are opened, and after the convex connection tool 32 is inserted into the concave connection tool 31, the connection bolts 51 are fixed. . The connection method of the horizontal connector is the same as the vertical connector of the preceding paragraph,
The connection bolt 51 is inserted into the insertion holes 34 and 35, and the wedge 44 is inserted into the insertion hole of the connection bolt and tightened. This connection method is an embodiment, but the application of the second and third embodiments of the vertical connection method described later, a method using a clamp, a known method using a bolt and nut, and the like 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 is provided at a predetermined position on the support member.
A separator insertion hole 25 into which 6 is inserted is opened. In the present embodiment, a configuration is adopted in which a separator 6 is added to the support member 2. The separator 6 is made of a long steel rod, and includes a rod body 61 and threaded portions 62 at both ends of the rod body 61.
And a nut 63 screwed into the nut. The form bodies A are arranged to face each other at a predetermined interval, and the interval is maintained by the separator 6. In addition, a well-known thing can be used for a separator.

【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。
Hereinafter, an example of a method of constructing a concrete structure using the form body A will be described according to a construction procedure. (1) First, the base form B is installed at a predetermined position on the site. On the base form B, on a base plate 7 of a rectangular flat plate having a predetermined thickness, columns of a predetermined length are provided at predetermined positions by the number corresponding to the columns of the adjacent frame, It is fixed to the side plate with bolts, welding, adhesives, 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 form bodies B are sequentially arranged in the horizontal direction. Next, the convex connector 32 of the horizontal crosspiece member 3 is fitted into the concave connector 31 of the horizontal crosspiece member 3, and the connection bolts 51 are inserted through the insertion holes 34 and 35, whereby the fastening is performed. Thereafter, the projecting connector 22 of the column member 2 is inserted into the rectangular connector insertion hole 33 of the crosspiece member 3 to connect the formwork in the lateral direction. The crosspiece member is formwork A
The length is not limited to one or more form bodies B
May be installed. Note that a release agent is applied to the inner surface of the side plate 1.

【0016】(3)次いでセパレ←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、ナット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 between the facing base form bodies B, B, and these separator insertion holes 25 are formed.
It is inserted into and bridged over, and the nut 63 is tightened. As a result, a constant interval is maintained between the base form bodies B.

【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 lower base formwork B so that the support members 2 are aligned with each other. First, the convex connection of the support members 2 of the lower base formwork B is performed. The tool 22 is inserted and temporarily fixed in the concave connecting tool 21 of the column base of the support member 2 of the second-stage frame A. Thereafter, the connecting bolt 41 is inserted into the connecting bolt insertion hole 23,
Insert through 24 and tighten with wedge 44. As a result, the upper and lower formwork panels are integrally assembled. In addition,
In this embodiment, the form A can be stacked in either of the side plates 1 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) At the same time, a mold A is also provided in the lateral direction, the upper and lower molds are joined to each other in the same manner as in the step (4), and further in the same manner as in the step (2). Lateral connection is made by the crosspiece members 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 arrangement and joining of the form bodies A in the lateral direction are sequentially performed, and the form bodies A opposed to each other are held at a constant interval by the separator 6 to prevent shaking. .

【0020】(7)3段目以降の型枠体Aの組み立ても上
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) Assembling of the mold body A in the third and subsequent steps is also performed in accordance with the above procedures (4) to (6). It is not necessary to specially prepare the uppermost frame.

【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の締め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 thus assembled formwork. The fluid pressure of the concrete that has not yet set presses the formwork outward, but against the vertical bulging pressure, the column members 2 of the formwork A
Is a resistor, and the horizontal crosspiece members 3 between the form bodies A serve as resistors for horizontal deformation of the support members, thereby maintaining the form.
That is, by the connecting method of the present invention, the support member 2 and the crosspiece member 3 are integrated, and the swelling pressure acts in a distributed manner in the vertical direction and the horizontal direction, so that the weak point portion in the form body is solved. You. Further, a separator 6 is disposed on the support member 2, and the support member is restrained by tightening the nut 63, and exerts a large stopping 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。なお、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) If the concrete solidifies, form A
Is removed.
The nut 63 is removed, and the cutout portion of the separator main body 61 is pulled out from the separator insertion hole 25. Thereafter, the connecting bolt 41 is removed, and the mold A is easily pulled up. The separator main body 61 includes a portion where the concrete portion is buried and a portion where the concrete portion is removed.

【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、型枠の組み立て作業の効率化を図ることができ
る。
As described above, according to the formwork body A of the present embodiment, the vertical connecting member 4 arranged on the column member 2 is inserted into the cross bar member 3 so that the column member 2 and the column member 2 The crosspiece members 3 are easily integrated, and exhibit strong resistance to the fluid pressure of concrete. In addition, since the protrusions 22 can be fixed simply by inserting the protrusions 22 into the connection holes 33 of the crosspiece member 3, the efficiency of the assembling work of the formwork can be improved.

【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 the mold bodies of the present invention. In the figure, the same members as those in the first embodiment are denoted 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 column head and the column base of each support of the mold body A adjacent to the mold body A. 7 is a cross-sectional view taken along line AA of FIG. 6 and a cross-sectional view taken along line BB of FIG. 8, and FIG.
9 is a cross-sectional view taken along the line CC of FIG. 9, FIG. 9 is a cross-sectional view taken along the line DD of FIG. 8, and FIG. 10 is a detailed perspective view of the column base of the column including the dotted line in FIG.

【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211
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21の内空
断面には内接してコ字形の係合受板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, a concave connecting member 21 is provided on the column base of the column member 2, and an engagement hole 211 is formed on one side thereof.
Is formed, and its shape is such that the convex connector 22 can be inserted,
It is established with a reasonable margin. A U-shaped engagement receiving plate 26 is fixedly inscribed on the inner hollow section of the concave connecting member 21 and can receive the engaging 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 coupling 22 has an engaging head 42 and an engaging neck 43, and the engaging neck 43 has a thread groove.
Is provided with a plurality of insertion holes 421 for turning the engagement neck 43.

【0027】本実施例の型枠体の組み立ては、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、又はドライバ
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
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 form body 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 crosspiece member 3 as in the previous embodiment. Thereafter, the column member 2 of the column member 2 is fitted into the concave connector 21 through the engagement opening 211. Further, the engaging head 42 is swiveled by hand, or a rod-shaped thing such as a screwdriver is inserted into the insertion hole 421 and swung,
The strut members and the crosspiece members are fastened to each other. If considerable stress is expected to act on the coupling,
After the connection of 2, the engagement reinforcing plate 28 can be fastened to the column member 2 by a connection bolt 281.

【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13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 denoted by the same reference numerals. FIG. 11 shows a perspective view immediately before assembling the form body,
FIG. 12 shows a front view after the assembly of FIG. 11, and FIG. 13 shows a cross-sectional perspective view of the connected state of the connecting tool. FIG. 14 is a cross-sectional view taken along the line AA of FIG. 13 before connection of the connection device, and FIG. 15 is a cross-sectional view similarly after connection. FIG. 16 is a sectional view taken along line BB of 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にコ字形の係合頭部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 support member 2 of the mold body A has a hollow cylindrical shape, and the protruding connector 22 at the column head is provided with a thread groove. The strut member 2 is also a hollow cylindrical shape,
The column base is provided with a trapezoidal engagement receiving plate 26 fixed along the circumference of the circle, and a U-shaped engaging head 42 is laid along the circumference of the engagement receiving plate 26. The engaging 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 support 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 column member 2, and may be used alone or in combination with the vertical and horizontal spacers 10, depending on the cross-sectional shape of the column member. The cross-sectional shape and material of the spacer are the same as those of the support member.

【0031】本実施例の型枠体の組み立ては前述同様、
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を螺合する。螺合方法は、係合頭部4
2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との取り付けを容
易にするため矩形の受台を支柱部材に直接取り付けた
り、支柱部材の断面に対応した受台8aを設け、受台8を
取り付ける。なお、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。
The assembling of the form body of this embodiment is the same as described above.
The protruding connection tool 22 on the column head of the support member 2 is inserted into the connection tool insertion hole 33 of the cross beam member 3. Thereafter, the engaging head 42 of the column member 2 is screwed into the convex connecting member 22 . The screwing method is the engagement head 4
Turn 2 by hand, or insert a rod-shaped object such as a screwdriver into the insertion hole 421, turn it, and tighten it.
Further, it is also possible to fix the horizontal reinforcing member 9 to the cradle 8 as necessary. The horizontal reinforcing member 9 transmits the stress of the side plate to the column 2 similarly to the spacer 10 described above. Therefore, depending on the thickness and material of the side plate, one or more positions may be provided, and the length may be the size of the side plate A, or may extend over the adjacent formwork B. Depending on the cross-sectional shape of the support member 2, a rectangular pedestal may be directly attached to the support member to facilitate attachment of the horizontal reinforcing member 9 and the support member 2, or a support 8a corresponding to the cross-section of the support member may be provided. Attach pedestal 8. The cross section of the pedestal has an arbitrary shape such as an L shape. The receiving table 8a may be provided with a separator insertion hole 25 in some cases.

【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を示した斜視
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 when the connection method is a screw is as follows. FIG. 17 is a perspective view showing a state immediately before the connection of the connecting tool, and FIG. 18 is a sectional view taken along the line AA when 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により横成されており、断面形状
は円形を有している。
The column head of the column member 2 of the form body A has a convex connecting member 22, and the convex connecting member 22 is provided with a thread groove having an allowance for a thread and a valley, that is, an engagement receiving plate 26. I have. On the other hand, a concave connecting member 21 is provided on the column base of the column member of the formwork B. The concave connector 21 is provided with the engagement receiving plate 26 and the engagement head screw 422a, and as a nut corresponding to the screw, the engagement head 42
And an engaging head screw base 422, and has a circular cross section.

【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螺合したとき、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 has an engagement head
It is designed to have margins δ1 and δ2 when the thread and the thread are screwed together at 42. On the other hand, engaging head screw 422a
The nut corresponding to the thread groove of the above has an L-shaped cross-sectional shape at the engagement head screw base 422. The screw shape of the engagement head screw 422a is smaller than the screw of the engagement receiving plate 26, and forms more precise screw threads and screw valleys.

【0035】本型枠体の組み立ては、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6を取り付け、隣接する横桟木部材の横連結
を行う。
The assembling of this formwork is performed by the first and second
In the same manner as in the embodiment, after the foundation form B is installed,
After inserting the convex connector 22 of the vertical connector 4 into the connector insertion hole 33 of
Attach the separator 6 and connect the adjacent crosspiece members horizontally.

【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に螺合
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の実施例も同様であ
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
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 head 42 of the column base of the column of the adjacent frame B is screwed into the engagement receiving plate 26 of the convex connector 22 of the frame A.
Let it. At this time, there is no problem when the form A has one support. However, when there are two or more supports, the distance between the supports has some errors in the production and construction of the form. Is required. This is the same in the embodiments of FIGS. For this reason, margins of δ1 and δ2 are provided in the threads and valleys of the engagement receiving plate 26 and the engagement head 42 of the convex connector 22 to absorb this error. However, since the convex coupling and the engaging head loosen, the engaging head screw base 422 of the adjacent formwork B is screwed.
Tighten together . Therefore, the engaging head 42 is
Since it is sandwiched between the screw head 422 and the engaging head screw base 422, the columns of the adjacent frame members B are sufficiently connected to each other, so that it 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は型枠体の連結手段を示す他の実施例の組
立直前の斜視図を示す。
In the embodiment (fourth embodiment) shown in FIG. 19, the same members as those in the previous embodiment are denoted by the same reference numerals. FIG. 19 shows a set of another embodiment showing the connecting means of the mold body.
FIG. 4 shows a perspective view just before standing .

【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 column member 2 of the frame A is in the shape of a hollow prism, and the column heads and column bases of the column members 2 are provided with concave couplings 21. This concave connecting member 21 is
The shape is such that it can be fitted with the rectangular convex connector 22 provided in. Further, insertion holes 23 and 24 through which the connection bolts 41 can be inserted are provided on the side surfaces of the projecting connection tool 22 and the column member 2, respectively. Further, the column member 2 is provided with a separator insertion hole 25 for inserting the separator 6 so as to maintain a space between the facing frame members A.

【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。
Although the crosspiece member 3 has the shape of a hollow prism, it may be a solid prism. At predetermined positions of the crosspiece member 3, convex connecting members 22 that can be fitted to the concave connecting members 21 of the column member 2 are provided on upper and lower surfaces.

【0040】本実施例の型枠体の組み立ては、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6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
組み立てる。なお、横方向の隣接型枠体8の横桟木部材3
の取り付けも、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。
The assembling of the form body of this embodiment is performed by the form body A
The convex connector 22 of the crosspiece member 3 is fitted to the concave connector 21 of the column head of the column member 2. Then, insert the connecting bolt 41 into the insertion hole.
Insert through 23 and 24 and tighten. Further, a separator 6 is attached to maintain a space between the opposing mold bodies A. Next, the concave connector 21 of the column base of the column member 2 of the upper frame member A is fitted with the convex connector 22 of the above-mentioned horizontal pier member 3, and is fastened by a connecting bolt. The above procedure is repeated to assemble the mold A sequentially. Note that the horizontal pier member 3 of the laterally adjacent formwork 8 is
Is mounted in the same manner as in the above embodiment. No.
It goes without saying that this connection method can also be adopted in the second and third embodiments.

【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の連結手段を示す他の実施例の組立直前
の斜視図を示す。
The present invention is not limited to the scope of the technical idea shown in the fourth embodiment than the first embodiment described above, but also includes the range shown in FIG. (Fifth Embodiment) FIG.
Is a perspective view of the other embodiment showing the connecting means of the form bodies A and B just before assembly.

【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り付けてある。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
通孔に対応する数だけ設けてある。
According to the formwork of the present invention, the column member 2 is
The two piers are fixed vertically, and the horizontal
However, it is attached to the support member at the factory. At the lower end of the support member 2, two L-shaped concave connecting members 21 are fixedly provided. The crosspiece member 3 is provided with a number of convex connecting members 22 having a bolt structure corresponding to the insertion holes 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により横方向の連結を行う。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 the method of assembling the form body, after the base form body B is installed in the same manner as in the above-described embodiment, the transverse connection is carried out by the lateral connecting member 5 of the horizontal pier member 3. In this case, the lateral connection is of a telescopic type, and the convex connecting tool 32 moves and fits into the adjacent concave connecting tool 31, and is fixed by the connecting bolt 51 and the nut 63. Thereafter, the convex connector 22 is fitted into the insertion hole of the concave connector 21 of the mold body A, and is tightened by the nut 63. By this method, the following is performed sequentially. This method is the first to
It can 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6
2とナット63が側面板1の表面側にある点である。又側面
坂の表面を化粧し、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 for connecting mold bodies of the present invention is as follows.
The present invention is not limited to the above-described formwork. That is, it also includes embedding the formwork itself to form a method of connecting the formwork. In FIG. 1, concrete is cast between opposing support members 2, 2 with the surface of the side plate 1 as a decorative plate. (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 screw part 6 of the separator 6.
The point is that the nut 2 and the nut 63 are on the front side of the side plate 1. In addition, a side plate which makes up the surface of the side slope and does not make up the support member side is used.

【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, a construction method according to a sixth embodiment will be disclosed. (1) A base formwork B is installed as in the first embodiment. In this case, if necessary, the base plate 7 may be omitted.
In the base formwork B, the support member 2 is installed so as to face the support.

【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に取り付
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 mounted between the base frames B, and the screw portion 62 and the nut 63 are mounted on the decorative surface side of the side plate. Similarly, laterally adjacent formwork bodies 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 crosspiece 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が取り付けられ、ネジ部62とナット63
が側面板の化粧面側に設置され、締め付けられる。
(4) The mold A is installed in the same manner as in the previous embodiment, the separator 6 is attached, the screw 62 and the nut 63 are mounted.
Is installed on the decorative side of the side plate and tightened.

【0049】(5)横桟木部材3が設置される。(5) The cross beam 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) According to the methods (4) and (5), the form bodies are laid in the left, right and upward directions.

【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 masonry, the space between the opposing strut members 2,
Concrete is poured into 2.

【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は埋設される。
(8) The lot body 61 of the side plate 1, the support member 2, the crosspiece member 3, and the separator 6 is buried.

【0053】(9)セパレータ6のネジ部62とナット63は
側面板の表面側よりはずされ、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の跡が付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 surface of the side plate, and the trace portion is repaired and completed. If necessary, the screw part 62 and the nut 63 are omitted, and the lot body 61 of the separator 6 and the support member 2 are welded, or if a known turnbuckle is installed in the middle of the lot body 61, the distance between the support members 2, The interval of 2 can be adjusted. Therefore, there is no need to repair the decorative surface because no trace of the screw portion 62 is left.

【0054】この方法の利点は、型枠体の取り外しが不
要であり、側面板の表面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 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 strut member is fixed in the vertical direction by the connecting member 4, and is fixed in the horizontal direction by the horizontal cross member 3 and the connecting member 5, and the column member 2 and the horizontal cross member 3 are arranged in a grid in the vertical and horizontal directions. Because it is strongly connected, it can be used as a structural material,
It is economical because it can be used in place of 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 section of the crosspiece member 3 of the present invention is not limited to a rectangular hollow cross section. That is, a solid cross section having a square shape and a solid cross section may be used. Alternatively, various cross-sections such as L-shape and T-shape can be selected according to 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。
One embodiment of the cross-sectional shape of the crosspiece is shown in FIG.
This is shown in FIG. 21 and FIG. In FIG. 21, a rectangular horizontal reinforcing plate 9 having a hollow rectangular cross section is welded to the upper and lower ends, and the crosspiece members are integrated. FIG. 22 is a sectional view employing a T-shaped solid cross bar 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を取り付け、型枠体A、B
側面板の支持補強をなしている。横桟木部材3、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。
As described above, when the thickness of the crosspiece member is thin, an arbitrary-shaped horizontal reinforcing plate 9 is attached to the end portion thereof, and the form bodies A and B are formed.
Support reinforcement of the side plate. The materials of the crosspiece member 3, the horizontal reinforcing plate 9, the spacer 10, and the cradle 8 are the same as those of the column member 2. Further, the position of the crosspiece member does not need to be located at the boundary between the form bodies A and B, and may be any position 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 embodiment, and various design changes can be made within the scope of the basic technical concept of the present invention. That is, the following embodiments are included in the technical scope of the present invention. The support member 2 is not limited to two places on one side surface, but can be set at one place or three or more places. The cross-sectional shape of the support member 2 is not limited to a hollow rectangular or circular shape, but may be a solid cross-section or another shape. It is free to adopt other shapes similarly to the convex connecting tool 22 and the connecting tool insertion hole 33, and the connecting method may be a connection using a clamp and a bolt. In the present embodiment, the convex connector 22 is disposed on the column cap of the column member 2, but it may be disposed on the column base. It is also possible to adopt a mode in which the separator 6 is arranged at a place other than the column member 2, for example, at the cross bar member 3. The spacer 10 is not limited to a rectangular band shape, but may be a truss shape, or a plurality of circular and rectangular rod shapes may be provided at several places.

【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。また、
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 connecting members of the crosspiece can be connected by the convex connecting member 22, the procedure for assembling and disassembling is small and simple. In addition, since the strut member is inserted into the cross beam member, the cross beam member and the post member are integrated, and a stronger coupling force can be obtained. This makes it possible to easily build a strong formwork without the help of a skilled worker. Also,
In the present invention, the side plate is used as a decorative material, and the strut members and the crosspiece members are used as structural materials.

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

【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 immediately before assembling a form body of an embodiment (first embodiment) provided with a method of connecting a form body according to the present invention.

【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 assembled state diagram of the mold body taken along the line BB of FIG. 3;

【図3】図2のA−A断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】型枠体の組立斜視図である。FIG. 4 is an assembled perspective view of the form 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) provided with the mold body coupling tool 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 connecting.

【図7】図6のA−A断面図。(連結状態)FIG. 7 is a sectional view taken along line AA of FIG. 6; (Connected state)

【図8】図7のC−C断面図。FIG. 8 is a sectional view taken along line CC of FIG. 7;

【図9】図8のD−D断面図。FIG. 9 is a sectional view taken along line DD of FIG. 8;

【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 of the 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 according to the present invention.

【図12】第11図の連結後の正面図。FIG. 12 is a front view after connection in FIG. 11;

【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 connection state of a connection 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 sectional view taken along the line AA of FIG. 13 before connection of the connection 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 connection of the connection tool;

【図16】図15のB−B断面図。FIG. 16 is a sectional view taken along line BB of FIG. 15;

【図17】連結具の連結直前の状態の斜視図。FIG. 17 is a perspective view of a state immediately before connection of a connection tool.

【図18】連結装置の断面図。FIG. 18 is a cross-sectional view of the coupling 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) provided with the method of connecting mold bodies according to 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 the method of connecting the mold bodies according to the present invention, immediately before assembling (fifth embodiment).

【図21】、FIG.

【図22】別の断面形状の横桟木部材の各断面図。FIG. 22 is a cross-sectional view of a crosspiece member having another cross-sectional shape.

【符号の説明】[Explanation of symbols]

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 32: Convex connecting tool B: Base formwork 33: Connecting tool insertion hole C: Concrete 34, 35 ... Insertion hole D: Reinforcing bar 4: Vertical connecting tool δ: Margin 41: Connection bolt 1 ... Side Face plate 42 ... engaging head 2 ... post member 421 ... insertion hole 20 ... post body 422 ... engaging head screw base 21 ... concave connector 43 ... engaging neck 211 ... engaging opening 44 ... wedge 22 ... convex connection Fixture 5 ... Horizontal connection tool 23, 24 ... Insertion hole 51 ... Connection bolt 25 ... Separator insertion hole 6 ... Separator 26 ... Engagement receiving plate 61 ... Rod body 27 ... Engagement abdomen 62 ... Screw part 28 ... Engagement reinforcement plate 63 ... Nut 281 ... Connection bolt 7 ... Basic plate 3 ... Horizontal beam member 8 ... Receiver 30 ... Horizontal beam body 9 ... Horizontal reinforcing plate 31 ... Concave connector 10 ... Spacer

Claims (10)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】実質的に矩形を成す側面板、該側面板の片1. A substantially rectangular side plate, a piece of said side plate
側面の鉛直方向に固設された、該矩形板の上下方向の長The vertical length of the rectangular plate fixed vertically in the side surface
さより略横桟木部材の巾分だけ短尺で且つその上下端部Therefore, it is short by the width of the horizontal cross member and its upper and lower ends
に互いに接続される形状を有する連結具を形成した1又Or a connecting member having a shape connected to each other
は2以上の支柱部材とより成る型枠体と、上下に連結さIs connected to a formwork consisting of two or more support members,
れる支柱部材の間隙に配設される上記連結具を挿通するThrough the connector provided in the gap between the strut members
ための連結具挿通孔を形成した別体の横桟木部材とよりAnd a separate crosspiece member formed with a connector insertion hole for
成り、上記型枠体を横桟木部材を介して連結して成るこAnd the above-mentioned formwork is connected via a crosspiece member.
とを特徴とする型枠壁体の構造。And the structure of the formwork wall.
【請求項2】支柱部材の上下端部の連結部を凸連結具又2. The method according to claim 1, wherein the connecting portions at the upper and lower ends of the support member are provided with a convex connecting member or a connecting member.
は凹連結具のいずれかとしたことを特徴とする請求項12. The device according to claim 1, wherein the first member is a concave connector.
に記載の型枠壁体の構造。The structure of the formwork wall body described in 1.
【請求項3】支柱部材の上下端部の連結具を凸連結具若3. The connecting member at the upper and lower ends of the column member is a convex connecting member.
しくは凹連結具のいずれか又は両方がネジ構造を有してOr one or both of the concave connectors have a screw structure
おり、このネジ構造によって凸連結具と凹連結具のいずWith this screw structure, there is no
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The mold according to claim 1, wherein the molds are connected.
枠壁体の構造。Frame wall structure.
【請求項4】実質的に矩形を成す側面板、該側面板の片4. A side plate having a substantially rectangular shape, and a piece of the side plate.
側面の鉛直方向に固設された、該矩形板の上下方向の長The vertical length of the rectangular plate fixed vertically in the side surface
さより略横桟木部材の巾分だけ短尺で且つその上下端部Therefore, it is short by the width of the horizontal cross member and its upper and lower ends
に横桟木部材の連結具と互いに接続される形状を有するHas a shape that is connected to the connecting member of the crosspiece member
連結具を形成した1又は2以上の支柱部材とより成る型A mold comprising one or more strut members forming a coupling
枠体と、上下に連結される支柱部材の間隙に配設されるIt is arranged in the gap between the frame and the column member connected vertically
上記支柱部材の連結具と連結するための連結具を形成しForming a connecting member for connecting with the connecting member of the support member;
た別体の横桟木部材とより成り、上記型枠体を横桟木部And a separate cross-bar member.
材を介して連結して成ることを特徴とする型枠壁体の構Characterized by being connected via a material.
造。Build.
【請求項5】横桟木部材の左右端部に横連結具を形成し5. A horizontal connecting member is formed at left and right ends of a horizontal crosspiece member.
たことを特徴とする請求項1〜4のいずれか1に記載のThe method according to any one of claims 1 to 4, wherein
型枠壁体の構造。Formwork wall structure.
【請求項6】6. 実質的に矩形を成す側面板、該側面板の片A substantially rectangular side plate, a piece of the side plate
側面の鉛直方向に固設された、該矩形板の上下方向の長The vertical length of the rectangular plate fixed vertically in the side surface
さより略横桟木部材の巾分だけ短尺で且つその上下端部Therefore, it is short by the width of the horizontal cross member and its upper and lower ends
に互いに接続される形状を有する連結具を形成した1又Or a connecting member having a shape connected to each other
は2以上の支柱部材とより成る型枠体と、上下に連結さIs connected to a formwork consisting of two or more support members,
れる支柱部材の間隙に配設される上記連結具を挿通するThrough the connector provided in the gap between the strut members
ための連結具挿通孔を形成した別体の横桟木部材とよりAnd a separate crosspiece member formed with a connector insertion hole for
成り、上記型枠体の支柱部材の連結具を横桟木部材の連And connecting the connecting members of the support members of the formwork body to the connecting members of the cross beam members.
結具挿通孔へ挿通して横桟木部材を設置し、その後、上Insert the crosspiece into the fitting insertion hole, and then
下の連結具を固定することにより、上下型枠体を一体的By fixing the lower connector, the upper and lower formwork are integrated
に組み立てることを特徴とするする型枠体の連結方法。A method of connecting formwork, characterized by assembling in a form.
【請求項7】支柱部材の上下端部の連結部を凸連結具又7. A connecting member at the upper and lower ends of a support member is provided with a convex connecting member or a connecting member.
は凹連結具のいずれかとしたことを特徴とする請求項67. The device according to claim 6, wherein said member is a concave connector.
に記載の型枠体の連結方法。3. The method of connecting formwork according to item 1.
【請求項8】支柱部材の上下端部の連結具を凸連結具及8. The connecting member at the upper and lower ends of the support member is a convex connecting member.
び凹連結具のいずれか又は両方がネジ構造を有しておOne or both of the couplings has a screw structure.
り、このネジ構造によって凸連結具と凹連結具のいずれThis screw structure allows for either a convex or concave
かを連結させることを特徴とする請求項6に記載の型枠7. The formwork according to claim 6, wherein
体の連結方法。How to connect the body.
【請求項9】実質的に矩形を成す側面板、該側面板の片9. A side plate having a substantially rectangular shape, and a piece of the side plate.
側面の鉛直方向に固設された、該矩形板の上下方向の長The vertical length of the rectangular plate fixed vertically in the side surface
さより略横桟木部材の巾分だけ短尺で且つその上下端部Therefore, it is short by the width of the horizontal cross member and its upper and lower ends
に横桟木部材の連結具と互いに接続される形状を有するHas a shape that is connected to the connecting member of the crosspiece member
連結具を形成した1又は2以上の支柱部材とより成る型A mold comprising one or more strut members forming a coupling
枠体と、上下に連結される支柱部材の間隙に配設されるIt is arranged in the gap between the frame and the column member connected vertically
上記支柱部材の連結具と連結するための連結具を形成しForming a connecting member for connecting with the connecting member of the support member;
た別体の横桟木部材とより成り、上記型枠体の支持部材And a support member for the formwork body.
の連結具と横桟木部材の連結具とを連結して横桟木部材Connecting the connecting member of the horizontal cross member with the connecting member of the horizontal cross member
を設置し、その後、両連結具を固定することにより、上And then fix both connectors,
下型枠体を一体的に組み立てることを特徴とするする型A mold characterized by assembling the lower mold body integrally
枠体の連結方法。Frame connection method.
【請求項10】横桟木部材の左右端部に横連結具を形成10. A horizontal connecting member is formed at the left and right ends of the horizontal crosspiece member.
したことを特徴とする請求項6〜9のいずれか1に記載The method according to any one of claims 6 to 9, wherein
の型枠体の連結方法。Method of connecting formwork.
JP3273035A 1991-07-22 1991-07-22 Formwork wall structure and formwork connection method Expired - Lifetime JP3059976B2 (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
JP3273035A JP3059976B2 (en) 1991-07-22 1991-07-22 Formwork wall structure and formwork connection method

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JP3059976B2 true JP3059976B2 (en) 2000-07-04

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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
CN105507577B (en) * 2014-09-25 2018-01-02 能诚集团有限公司 adjustable building template
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