JPS6231551Y2 - - Google Patents

Info

Publication number
JPS6231551Y2
JPS6231551Y2 JP17037482U JP17037482U JPS6231551Y2 JP S6231551 Y2 JPS6231551 Y2 JP S6231551Y2 JP 17037482 U JP17037482 U JP 17037482U JP 17037482 U JP17037482 U JP 17037482U JP S6231551 Y2 JPS6231551 Y2 JP S6231551Y2
Authority
JP
Japan
Prior art keywords
wire mesh
pillars
timbers
fixture
channel material
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
Application number
JP17037482U
Other languages
Japanese (ja)
Other versions
JPS5974238U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP17037482U priority Critical patent/JPS5974238U/en
Publication of JPS5974238U publication Critical patent/JPS5974238U/en
Application granted granted Critical
Publication of JPS6231551Y2 publication Critical patent/JPS6231551Y2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 この考案は金網製型枠に関するものである。[Detailed explanation of the idea] This invention relates to formwork made of wire mesh.

従来、相対向して立設した支柱間に金網を平行
に張設し、該金網間にコンクリートを打設してコ
ンクリート構造物を構築する金網製型枠が存在す
る。
2. Description of the Related Art Conventionally, there has been a wire mesh formwork in which a concrete structure is constructed by installing a wire mesh in parallel between supporting columns set up opposite each other and pouring concrete between the wire meshes.

このような型枠において問題となるのはコンク
リートを支えるのが金網であつて、支柱によつて
両側から金網を支えたとしても金網は屈曲し易く
真すぐに張設することが困難であつた。このよう
な屈曲した金網間にコンクリートを打設すること
は施工精度上問題があり、また完成したコンクリ
ート構造物の外観も良好なものとはならない。ま
た型枠の上部には作業足場板等を載置することが
作業能率上好ましいが、屈曲し易い金網の上端上
に載置することは不可能であつた。
The problem with such formwork is that it is the wire mesh that supports the concrete, and even if the wire mesh is supported from both sides with supports, the wire mesh tends to bend and it is difficult to set it straight. . Pouring concrete between such bent wire meshes poses problems in terms of construction accuracy, and the finished concrete structure does not have a good appearance. Furthermore, although it is preferable in terms of work efficiency to place a work platform board or the like on the upper part of the formwork, it has been impossible to place it on the upper end of the wire mesh, which is easily bent.

この考案は以上のような欠点を解決するために
なされたもので、金網を真すぐに張設することが
でき、更に作業足場等も載置可能で作業能率も向
上する金網製型枠を提供することを目的とする。
This idea was made to solve the above-mentioned drawbacks, and it provides a wire mesh formwork that allows wire mesh to be stretched straight, and also allows work scaffolding to be placed on it, improving work efficiency. The purpose is to

次に図に示す実施例に基きこの考案を詳細に説
明する。
Next, this invention will be explained in detail based on the embodiment shown in the drawings.

図において1は支柱であり、Cチヤンネル材2
二本によつて全長が伸縮可能に構成されている。
すなわち一方のCチヤンネル材2のフランジ22
を他方のCチヤンネル材2のフランジ22に当接
し、各Cチヤンネル材2のウエブ21が面一とな
るようにする。この二本のCチヤンネル材2を連
結具3によつて一体に連結する。
In the figure, 1 is a support column, and C channel material 2
The entire length can be expanded and contracted by two pieces.
That is, the flange 22 of one C channel material 2
is brought into contact with the flange 22 of the other C channel material 2 so that the webs 21 of each C channel material 2 are flush with each other. These two C channel materials 2 are integrally connected by a connecting tool 3.

連結具3としては第2図及び第3図に示すよう
に断面方形状の連結バンド31の側方からボルト
32が螺入可能に構成されたものが採用可能であ
る。この連結バンド31内に二本のCチヤンネル
材2を挿入してボルト32を螺合して固定する。
As shown in FIGS. 2 and 3, the connector 3 may be configured such that a bolt 32 can be screwed into it from the side of a connecting band 31 having a rectangular cross section. Two C channel members 2 are inserted into this connecting band 31 and fixed by screwing bolts 32 together.

その他連結具3として第5図及び第7図に示す
ような両端を屈曲した連結板33二枚を相対向し
てボルト34によつて連結したものが採用可能で
ある。ボルト34の両側に各々Cチヤンネル材2
を挿入しボルト34を締付けて固定する。
In addition, it is possible to employ as the coupling device 3 a structure in which two coupling plates 33 with bent ends, as shown in FIGS. 5 and 7, are opposed to each other and coupled by bolts 34. C channel material 2 on each side of the bolt 34
Insert it and tighten the bolt 34 to fix it.

支柱1の上下端近くには端太材用の取付具4,
5が取付けられている。実施例においてはCチヤ
ンネル材2のウエブ21のフランジ22側の表面
に取付けるもので、支柱1の上部に取付ける取付
具4は一方のCチヤンネル材2の一端近くで、支
柱1の下部に取付ける取付具5は他方のCチヤン
ネル材2の一端近くに取付ける。
Near the upper and lower ends of the support column 1 are mounting brackets 4 for end pieces.
5 is installed. In the embodiment, the fixture 4 is attached to the surface of the web 21 of the C channel material 2 on the flange 22 side, and the fixture 4 is attached to the upper part of the support column 1 near one end of one C channel material 2, and is attached to the bottom of the support column 1. The tool 5 is attached near one end of the other C channel material 2.

支柱1の上部に取付ける取付具4はウエブ21
表面に対し直角に突出し、先端が支柱1上端方向
に屈曲するように設けてある。第3図に示す実施
例ではウエブ21表面のCチヤンネル材2長手方
向に断面山形の挿通部23が突設されている。こ
の挿通部23に、一端にV字状の挿入片41が形
成されている断面L字状の取付具4の該挿入片4
1を挿入して取付ける。また第4図及び第7図に
示す実施例においてはCチヤンネル材2としてフ
ランジ22の端部に相対向してリツプ24を設け
たものを使用し、取付具4としては一端に当接部
42が形成され、この当接部42に相対向して挾
持板43をボルト44によつて連結したものを使
用することも可能である。ボルト44を回転させ
て取付具4の当接部42と挾持板43間にCチヤ
ンネル材2のリツプ24を挾持して取付ける。
The fixture 4 attached to the top of the support column 1 is a web 21
It protrudes perpendicularly to the surface and is provided so that its tip is bent toward the upper end of the support column 1. In the embodiment shown in FIG. 3, an insertion portion 23 having a chevron-shaped cross section is provided projecting in the longitudinal direction of the C channel material 2 on the surface of the web 21. A V-shaped insertion piece 41 is formed at one end of the insertion portion 23 of the fitting 4 having an L-shaped cross section.
Insert and install 1. In the embodiments shown in FIGS. 4 and 7, the C channel material 2 is provided with a lip 24 facing away from the end of the flange 22, and the fitting 4 is provided with an abutting portion 42 at one end. It is also possible to use a structure in which a clamping plate 43 is connected to the contact portion 42 by a bolt 44 so as to face the contact portion 42 . By rotating the bolt 44, the lip 24 of the C channel material 2 is clamped and attached between the contact portion 42 of the fixture 4 and the clamping plate 43.

支柱1の下部に取付ける取付具5はウエブ21
表面に直角に突出するよう設ける。第3図に示す
実施例ではウエブ21表面のCチヤンネル材2長
手方向に断面山形の挿通部23が形成されてい
る。この挿通部23に、一端にV字状の挿入片5
1が形成された階段状の取付具5の該挿入片51
を挿入して取付ける。また第6図及び第7図に示
す実施例においてはCチヤンネル材2としてフラ
ンジ22の端部に相対向してリツプ24が設けら
れたものを使用し、取付具5としては上部に当接
部52が形成され、この当接部52に相対向して
挾持板53をボルト54によつて連結したものを
使用することも可能である。ボルト54を回転さ
せて取付具5の当接部52と挾持板53間にCチ
ヤンネル材2のリツプ24を挾持して取付けるも
のである。
The fixture 5 attached to the lower part of the support column 1 is a web 21
Provided so as to protrude at right angles to the surface. In the embodiment shown in FIG. 3, an insertion portion 23 having a chevron-shaped cross section is formed in the longitudinal direction of the C channel material 2 on the surface of the web 21. This insertion portion 23 has a V-shaped insertion piece 5 at one end.
The insertion piece 51 of the stepped fixture 5 formed with 1
Insert and install. Further, in the embodiments shown in FIGS. 6 and 7, the C channel material 2 used is one in which a lip 24 is provided oppositely to the end of the flange 22, and the fitting 5 has an abutment part on the upper part. 52 is formed, and it is also possible to use a structure in which a clamping plate 53 is connected to the contact portion 52 by a bolt 54 so as to face the contact portion 52. By rotating the bolt 54, the lip 24 of the C channel material 2 is clamped between the abutting part 52 of the fixture 5 and the clamping plate 53, and is mounted.

以上のように構成した支柱1を相対向して立設
し、間隔保持具6によつて支柱1間の間隔を保持
する。この支柱1を適宜間隔離して立設し、隣接
する支柱1間に端太材7を掛け渡す。端太材7と
しては鋼管パイプ、角材等を使用可能であつて支
柱1の相対向側とは反対側に前記間隔保持具6の
先端に取付具8によつて水平に取付ける。
The pillars 1 constructed as described above are erected facing each other, and the spacing between the pillars 1 is maintained by the spacing retainer 6. The pillars 1 are erected at appropriate intervals, and thick timbers 7 are stretched between adjacent pillars 1. As the end member 7, a steel pipe, a square member, etc. can be used, and it is horizontally attached to the tip of the spacer 6 on the side opposite to the opposite side of the support 1 by means of a fitting 8.

更に支柱1の上部及び下部にも端太材7を水平
に掛け渡す。支柱1の上部に取付ける端太材7は
断面L字形に形成されており、この端太材7を取
付具4及び支柱1の上端面に載置して取付具4に
ボルトを螺合して固定する。このとき端太材7の
相対向側面71は支柱1の相対向側面と面一にな
るようにする。
Further, thick timbers 7 are horizontally stretched over the upper and lower parts of the support 1. The end piece 7 to be attached to the upper part of the column 1 has an L-shaped cross section, and the piece 7 is placed on the upper end surface of the fixture 4 and the column 1, and a bolt is screwed onto the fixture 4. Fix it. At this time, the opposing side surface 71 of the end piece 7 is flush with the opposing side surface of the support 1.

支柱1の下部に取付ける端太材7は断面方形状
であり、取付具5の下方に位置せしめ、取付具5
にビス等により固定する。
The end piece 7 attached to the lower part of the support 1 has a rectangular cross section, and is positioned below the fixture 5.
Fix it with screws etc.

支柱1の相対向側面に各々金網9を平行に張設
する。金網9としてはエキスパンドメタル、パン
チメタル等様々なものが採用可能である。金網9
の上端は支柱1に取付けた最上部の端太材7の相
対向側面71に釘等によつて打ちつけることによ
つて固定する。或いは第8図に示すような金網取
付具10を使用することも可能である。すなわち
一端に係止部11を有する屈曲可能な板体状の金
網取付具10の該係止部11を、金網9の相対向
側の網目に挿入して係止し、端太材7の上端面に
おいて釘等によつて固定するものである。
Wire meshes 9 are stretched in parallel on opposite sides of the pillars 1, respectively. Various materials such as expanded metal and punched metal can be used as the wire mesh 9. wire mesh 9
The upper end is fixed by nailing or the like to the opposing side surface 71 of the uppermost end piece 7 attached to the support column 1. Alternatively, it is also possible to use a wire mesh fixture 10 as shown in FIG. That is, the locking part 11 of the bendable plate-like wire mesh fixture 10 having a locking part 11 at one end is inserted into the mesh on the opposite side of the wire mesh 9 and locked, and then It is fixed at the end face with nails or the like.

金網9の下端は支柱1に釘等によつて打ちつけ
て固定する。或いは前記金網取付具10の係止部
11を金網9の外側から網目に挿入して係止し、
最下部の端太材7側に引き寄せて釘等によつて打
ちつけて固定することが考えられる。
The lower end of the wire mesh 9 is fixed by nailing to the support 1. Alternatively, the locking part 11 of the wire mesh fixture 10 is inserted into the wire mesh 9 from the outside and locked,
It is conceivable to pull it toward the lowest end thick material 7 side and nail it into place to fix it.

この考案は以上のような構成を有し、支柱の上
部及び下部に端太材を掛け渡し、更に該上部の端
太材の金網側面は支柱の相対向側面と面一になる
ようにしたため、この端太材によつて金網を真す
ぐに張設可能となる。
This invention has the above-mentioned structure, and the upper and lower parts of the column are covered with thick pieces of wood, and the wire mesh side of the upper piece of wood is flush with the opposite side of the column. This end material allows the wire mesh to be stretched straight.

また端太材上に足場板等を載置可能となつて作
業能率が著しく向上する。
Additionally, scaffolding boards and the like can be placed on the end pieces, which significantly improves work efficiency.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の一実施例の斜視図、第2図
は連結具の斜視図、第3図は支柱の斜視図、第4
図は取付具の斜視図、第5図は連結具の斜視図、
第6図は取付具の斜視図、第7図は支柱の斜視
図、第8図は金網取付具の平面図、第9図は型枠
の縦断面図である。 1……支柱、2……Cチヤンネル材、3……連
結具、4,5……取付具、6……間隔保持具、7
……端太材、9……金網。
Fig. 1 is a perspective view of an embodiment of this invention, Fig. 2 is a perspective view of the connector, Fig. 3 is a perspective view of the support column, and Fig. 4 is a perspective view of the connector.
The figure is a perspective view of the fixture, FIG. 5 is a perspective view of the connector,
FIG. 6 is a perspective view of the fixture, FIG. 7 is a perspective view of the support column, FIG. 8 is a plan view of the wire mesh fixture, and FIG. 9 is a vertical sectional view of the formwork. 1... Prop, 2... C channel material, 3... Connector, 4, 5... Mounting tool, 6... Spacing holder, 7
...Scrap lumber, 9...Wire mesh.

Claims (1)

【実用新案登録請求の範囲】 相対向して支柱を立設し、間隔保持具によつて
間隔保持したものを適宜間隔離して複数立設し、
隣接する支柱間に端太材を掛け渡し、相対向する
支柱間には端太材と平行に金網を相対向して張設
する型枠において、 隣接する支柱間の上部及び下部に各々端太材を
掛け渡し、支柱の上部に取付ける端太材は支柱の
上端面上に載置し、該端太材の金網側面は支柱の
相対向側面と面一になるようにした金網製型枠。
[Scope of Claim for Utility Model Registration] A plurality of pillars are erected facing each other, and a plurality of pillars are erected with distances maintained by spacing holders, separated by appropriate distances,
In a formwork in which thick timbers are stretched between adjacent columns, and wire mesh is stretched parallel to the thick timbers facing each other between opposing columns, there are thick timbers at the top and bottom of each of the adjacent columns. A formwork made of wire mesh, in which the timbers are stretched over each other and the thick timbers attached to the top of the pillars are placed on the upper end surfaces of the pillars, and the wire mesh side surfaces of the timbers are flush with the opposing side surfaces of the pillars.
JP17037482U 1982-11-10 1982-11-10 wire mesh formwork Granted JPS5974238U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17037482U JPS5974238U (en) 1982-11-10 1982-11-10 wire mesh formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17037482U JPS5974238U (en) 1982-11-10 1982-11-10 wire mesh formwork

Publications (2)

Publication Number Publication Date
JPS5974238U JPS5974238U (en) 1984-05-19
JPS6231551Y2 true JPS6231551Y2 (en) 1987-08-13

Family

ID=30371957

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17037482U Granted JPS5974238U (en) 1982-11-10 1982-11-10 wire mesh formwork

Country Status (1)

Country Link
JP (1) JPS5974238U (en)

Also Published As

Publication number Publication date
JPS5974238U (en) 1984-05-19

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