JPS6223958Y2 - - Google Patents
Info
- Publication number
- JPS6223958Y2 JPS6223958Y2 JP15962482U JP15962482U JPS6223958Y2 JP S6223958 Y2 JPS6223958 Y2 JP S6223958Y2 JP 15962482 U JP15962482 U JP 15962482U JP 15962482 U JP15962482 U JP 15962482U JP S6223958 Y2 JPS6223958 Y2 JP S6223958Y2
- Authority
- JP
- Japan
- Prior art keywords
- channel material
- channel
- contact
- flange
- wire mesh
- 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
Links
- 239000000463 material Substances 0.000 claims description 45
- 238000009415 formwork Methods 0.000 claims description 12
- 239000000758 substrate Substances 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- 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用支柱に関するものであ
る。[Detailed description of the invention] This invention relates to a support for formwork made of wire mesh.
従来金属製の梯子状の支柱を一体的に形成し、
該支柱を一定間隔離して立設し、該支柱の両側に
平行に金網を張設して型枠を組み上げ、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
構築する工法が広く採用されている。この従来の
工法においては金網とともに支柱も埋め殺してし
まうため、支柱等の再使用が不可能であつて極め
て不経済であつた。また梯子状に一体的に形成し
た支柱では大きな強度が得られず両金網間の間隔
は精々18cm程度までしか支えることが不可能であ
つた。 Conventional metal ladder-shaped supports are integrally formed,
A widely adopted method is to construct a concrete structure by erecting the pillars separated for a certain period of time, placing wire mesh in parallel on both sides of the pillars, assembling a formwork, and pouring concrete between the wire meshes. ing. In this conventional construction method, the pillars are buried along with the wire mesh, making it impossible to reuse the pillars and the like, making it extremely uneconomical. Furthermore, the pillars formed integrally in the form of a ladder did not provide much strength, and could only support a distance of about 18 cm between the two wire meshes.
この欠点を改善するために近年は第11図に示
すように相対向して立設した金網cの両側に相対
向して断面L字形のアングル材よりなる支柱aを
立設して金網cを支え、該支柱a間を間隔保持具
bによつて保持して型枠を組む工法が採用されて
いる。このような工法における型枠においては、
アングル材1本のみの支柱aでは様々な高さの型
枠を組み上げる場合に対応することができず、ま
た鋼棒等の間隔保持具bをナツトdによつて取付
ける場合、アングル材が点対称に相対向して立設
されるため間隔保持具bが金網cに対し直角とな
らず取付けが極めて困難である。更に端太材eを
金網cと平行に支柱aに取付けた場合、端太材e
と支柱aの接触部分が少なくアングル材が屈曲し
てしまうという欠点を有している。 In order to improve this drawback, in recent years, as shown in Fig. 11, supports a made of angle members having an L-shaped cross section are erected on both sides of the wire mesh c, which are erected opposite each other. A method of constructing a formwork by supporting the pillars a and holding the space between the pillars a with spacing holders b has been adopted. In the formwork for this construction method,
A support column a made of only one angle member cannot be used when assembling formwork of various heights, and when installing a spacing retainer b such as a steel bar with a nut d, the angle member is point symmetrical. Since the spacing holders b are erected facing each other, the spacing holders b are not perpendicular to the wire mesh c, making installation extremely difficult. Furthermore, when the thick piece e is attached to the support post a parallel to the wire mesh c, the thick piece e
This has the disadvantage that there is only a small contact area between the support column a and the angle member, which causes the angle member to bend.
この考案は以上のような欠点を改善するために
なされたもので、様々な高さの型枠を組むのに対
応でき、間隔保持具の取付けが容易で、端太材を
取付けても屈曲することなく、更にコンクリート
表面の仕上りを良好にすることができる金網製型
枠用支柱を提供することを目的とする。 This idea was made to improve the above-mentioned shortcomings; it can accommodate formwork of various heights, it is easy to install spacing retainers, and it does not bend even when thick timbers are installed. To provide a support for a formwork made of wire mesh, which can further improve the finish of the concrete surface without causing any damage.
以下図に示す実施例に基き考案を詳細に説明す
る。 The invention will be explained in detail below based on the embodiments shown in the figures.
図においてAはこの考案にかかる金網型枠用支
柱であり、Cチヤンネル材1二本によつて構成さ
れている。Cチヤンネル材1は二本に限らず、複
数本使用すればよい。 In the figure, A is a support for wire mesh formwork according to this invention, and is made up of one or two C channel materials. The number of C channel materials 1 is not limited to two, but a plurality of them may be used.
Cチヤンネル材は一方側のフランジ12側面を
他方の隣り合うCチヤンネル材1の一方側のフラ
ンジ12側面に当接する。このとき双方のCチヤ
ンネル材1のウエブ11が面一となるようにCチ
ヤンネル材1の向きを一致させる。 The side surface of the flange 12 on one side of the C channel material is brought into contact with the side surface of the flange 12 on one side of the other adjacent C channel material 1. At this time, the directions of the C channel materials 1 are made to match so that the webs 11 of both C channel materials 1 are flush with each other.
この二本のCチヤンネル材1を連結具2によつ
て一体に連結する。連結具2としては様々な実施
例が考えられるが、第2図に示す実施例において
は断面L字形に屈曲した基板21を一方のCチヤ
ンネル材1のフランジ12外側面に溶接或いはビ
ス止め等によつて固定し、基板21の溶接してな
い面はCチヤンネル材1のウエブ11側に屈曲
し、ウエブ11と平行に位置せしめるようにす
る。この基板21に摺動板22を摺接せしめる。
摺動板22も同じく断面L字状の板体であつて、
一面を基板21表面に当接させてCチヤンネル材
1のウエブ11と平行になるようにする。摺動板
22の基板21に当接させた面にはCチヤンネル
材1の見込み幅方向に長い長孔23が形成されて
いる。また摺動板22の基板21と当接する面の
端部にはCチヤンネル材1の長手方向に長く且つ
Cチヤンネル材1と反対側に突出する係止部24
が突設されている。 These two C channel materials 1 are integrally connected by a connecting tool 2. Various embodiments are conceivable for the connector 2, but in the embodiment shown in FIG. The unwelded surface of the substrate 21 is bent toward the web 11 side of the C channel material 1 so as to be positioned parallel to the web 11. A sliding plate 22 is brought into sliding contact with this substrate 21.
The sliding plate 22 is also a plate body with an L-shaped cross section,
One side is brought into contact with the surface of the substrate 21 so as to be parallel to the web 11 of the C channel material 1. A long hole 23 extending in the expected width direction of the C channel material 1 is formed in the surface of the sliding plate 22 which is in contact with the substrate 21 . Furthermore, at the end of the surface of the sliding plate 22 that comes into contact with the substrate 21, there is a locking part 24 that is long in the longitudinal direction of the C channel material 1 and protrudes toward the side opposite to the C channel material 1.
is installed protrudingly.
以上のように構成した基板21及び摺動板22
を誘導板25によつて摺接可能なようにする。誘
導板25には一端から他端にかけて間隔が除々に
大きくなる二条の長孔26が穿設されている。こ
の誘導板25を摺動板22の表面に当接し一方の
長孔26に係止部24を係止させ、他方の長孔2
6には、摺動板22の長孔23に挿通し基板21
に固定され、その頭部28によつて誘導板25が
取外し不可能なようにしたピン27を挿通する。 Substrate 21 and sliding plate 22 configured as above
can be slidably contacted by a guide plate 25. The guide plate 25 is provided with two elongated holes 26 whose spacing gradually increases from one end to the other end. This guide plate 25 is brought into contact with the surface of the sliding plate 22, the locking part 24 is locked in one long hole 26, and the other long hole 2
6, the board 21 is inserted into the long hole 23 of the sliding plate 22.
A pin 27 is inserted through which the guide plate 25 is fixed by its head 28 so that it cannot be removed.
以上のように構成した連結具2の作動を説明す
ると、誘導板25をCチヤンネル材1の長手方向
に移動させ、ピン27と係止部24間の間隔を変
化せしめる。すなわち二条の長孔26間の間隔は
一端から他端にかけて変化しており、両者の間隔
が狭い方へピン27と係止部24を移動させると
摺動板22は係止部24の動きとともにCチヤン
ネル材1とは反対方向に摺動する。従つて摺動板
22の基板21と摺接してない屈曲した側の面と
Cチヤンネル材1のフランジ12間との間隔が広
がり、他方のCチヤンネル材1が自在に動けるよ
うになり、支柱Aの長さが伸縮可能となる。 To explain the operation of the connector 2 configured as above, the guide plate 25 is moved in the longitudinal direction of the C channel material 1 to change the distance between the pin 27 and the locking portion 24. In other words, the distance between the two long holes 26 changes from one end to the other, and when the pin 27 and the locking portion 24 are moved toward the narrower distance between the two, the sliding plate 22 moves with the movement of the locking portion 24. It slides in the opposite direction to the C channel material 1. Therefore, the distance between the curved side surface of the sliding plate 22 that is not in sliding contact with the substrate 21 and the flange 12 of the C channel material 1 increases, and the other C channel material 1 becomes able to move freely. The length of can be expanded and contracted.
誘導板25を反対方向に移動させてピン27と
係止部24の間隔を広げると、摺動板22の基板
21と摺接してない屈曲した側の面とCチヤンネ
ル材1のフランジ12間との間隔が狭くなつて他
方のCチヤンネル材1を一方のCチヤンネル材1
方向に引き寄せて狭持し、双方のCチヤンネル材
1の連結固定が完了する。 When the guide plate 25 is moved in the opposite direction to widen the distance between the pin 27 and the locking part 24, the space between the bent side of the sliding plate 22 that does not make sliding contact with the substrate 21 and the flange 12 of the C channel material 1 is increased. The gap between the two C channel materials 1 becomes narrower and the other C channel material 1
The two C channel materials 1 are connected and fixed by pulling them in the same direction and holding them therebetween.
連結具2としてはその他第4図及び第5図に示
す実施例のごときものが採用できる。すなわち方
形状の連結ベルト31の一側面にボルト32を螺
入可能に設け、該連結ベルト31内にCチヤンネ
ル材1複数本を挿入しボルト32を螺合してCチ
ヤンネル材1各本の連結が可能となる。 Other connectors 2 such as those shown in FIGS. 4 and 5 can also be used. That is, a bolt 32 is screwably provided on one side of a rectangular connecting belt 31, a plurality of C channel materials are inserted into the connecting belt 31, and the bolts 32 are screwed together to connect each one of the C channel materials. becomes possible.
その他連結具2としては第6図、第7図に示す
実施例のごとく両端を屈曲せしめた断面コ字状の
連結板41二枚を相対向させ、両者をボルト42
によつて近接離隔可能に構成したものを使用する
ことも可能である。この二枚の連結板41間のボ
ルト42の両側にCチヤンネル材1を挿入して連
結し支柱1を構成することが可能である。 In addition, as the connecting device 2, two connecting plates 41 each having a U-shaped cross section with both ends bent, as shown in the embodiment shown in FIG. 6 and FIG.
It is also possible to use a device configured so that they can be moved close to each other. It is possible to construct the support column 1 by inserting the C channel material 1 on both sides of the bolt 42 between the two connecting plates 41 and connecting them.
以上のように構成された支柱Aには上下端近く
に各々端太材用の取付具5,6が固定されてい
る。支柱Aの上端近くに固定する取付具5は階段
状に屈曲したもので、この取付具5を溶接によつ
て一方のCチヤンネル材1のフランジ12端面に
固定し、Cチヤンネル材1の長手方向に直角で、
ウエブ11方向に進退可能にボルト51が取付け
られている。 Fixtures 5 and 6 for end pieces are fixed to the pillar A constructed as described above near the upper and lower ends, respectively. The fixture 5 fixed near the upper end of the column A is bent in a step-like manner, and this fixture 5 is fixed to the end face of the flange 12 of one C channel material 1 by welding, and at right angles to
A bolt 51 is attached so as to be movable in the direction of the web 11.
支柱Aの下端近くに固定する取付具6は他方の
Cチヤンネル材1の端部近くのフランジ12端面
に溶接によつて固定する。取付具6は断面L字状
に屈曲したものでその一面を固定し、他面には孔
61が穿設されている。 The fixture 6 to be fixed near the lower end of the support column A is fixed to the end face of the flange 12 near the end of the other C channel member 1 by welding. The fixture 6 is bent to have an L-shaped cross section, and is fixed on one side, and has a hole 61 bored in the other side.
次に以上のように構成した支柱Aを使用して型
枠を組みコンクリート構造物を構築する場合につ
き説明する。 Next, a case will be described in which a concrete structure is constructed by assembling a form using the pillar A constructed as described above.
第3図に示すように支柱A二本をウエブ11を
相対向させて平行に立設し該支柱Aのウエブ11
に穿設した長孔14に鋼棒からなる間隔保持具7
を通して間隔を保持する。このように相対向して
間隔を保持した支柱Aを一定間隔離して立設し、
間隔保持具と直交する方向には端太材8を支柱A
間に掛け渡す。支柱Aの上部に取付ける端太材7
は断面L字形で、取付具5及びCチヤンネル材1
上端部に載置する。支柱Aの下部に取付ける端太
材8は断面方形状であつて取付具6に釘で打ちつ
けて固定する。その他鋼管パイプを端太材8とし
て使用して間隔保持具7の先端に取付けたU字状
の挟持具71によつて挟持して固定する。相対向
する支柱A間には平行に金網9を立設し、金網9
間には鉄筋を配設する。 As shown in FIG. 3, two columns A are erected in parallel with their webs 11 facing each other,
A spacer holder 7 made of a steel rod is inserted into a long hole 14 drilled in the
Maintain spacing through. In this way, the pillars A facing each other and maintaining a distance are erected at a certain distance apart,
In the direction perpendicular to the spacing retainer, the thick timber 8 is attached to the support A.
Pass it between. Thick material 7 attached to the top of column A
has an L-shaped cross section, and has a fitting 5 and a C channel material 1.
Place it on the top end. The end piece 8 attached to the lower part of the column A has a rectangular cross section and is fixed by nailing to the fixture 6. In addition, a steel pipe is used as the thick end material 8 and is clamped and fixed by a U-shaped clamping tool 71 attached to the tip of the spacing holder 7. A wire mesh 9 is erected in parallel between the opposing supports A, and the wire mesh 9
Place reinforcing bars in between.
この考案は以上のような構成を有するがその他
第8図〜第10図に示すような様々な他の実施例
が考えられる。すなわちCチヤンネル材1として
第8図に示すように一方のCチヤンネル材1のフ
ランジ12端部をU字状に屈曲して他方のCチヤ
ンネル材1のフランジ12端部を係止してもよ
い。また第9図に示す実施例においては一方のC
チヤンネル材1のフランジ12の長手方向全長に
凸部15を形成し、他方のCチヤンネル材1のフ
ランジ12の長手方向全長に形成した凹部16に
嵌合してもよい。また第10図に示すように連結
具2としてピン17、或いはボルトナツトを使用
してもよい。その他Cチヤンネル材1としてフラ
ンジ12の端部に相対向してリツプを形成したも
のであつても同様に採用可能である。 Although this invention has the above-mentioned configuration, various other embodiments as shown in FIGS. 8 to 10 are conceivable. That is, as shown in FIG. 8, the end of the flange 12 of one C-channel material 1 may be bent into a U-shape, and the end of the flange 12 of the other C-channel material 1 may be locked. . In addition, in the embodiment shown in FIG.
The convex portion 15 may be formed along the entire length of the flange 12 of the channel material 1 in the longitudinal direction, and may be fitted into the recessed portion 16 formed along the entire length of the flange 12 of the other C channel material 1 in the longitudinal direction. Further, as shown in FIG. 10, a pin 17 or a bolt nut may be used as the connector 2. Other C-channel materials 1 in which lips are formed opposite to each other at the ends of the flange 12 can also be employed in the same manner.
この考案は以上のような構成を有するため以下
のような効果を得ることができる。 Since this invention has the above configuration, the following effects can be obtained.
Cチヤンネル材が相互に摺接可能に構成した
ため支柱の長さを自由に伸縮でき、様々な高さ
の型枠に対応できる。 Since the C-channel materials are configured to be able to slide into contact with each other, the length of the support can be freely expanded and contracted, making it possible to accommodate formwork of various heights.
間隔保持具は幅広のCチヤンネル材のウエブ
に形成した孔を通して取付ければよいから取付
けが容易である。 The spacer is easy to install because it can be installed through a hole formed in the web of the wide C-channel material.
また端太材はCチヤンネル材のフランジに当
接させて取付けるが、Cチヤンネル材は複数の
フランジ端部に当接するため安定した取付けが
行えるとともに支柱が屈曲してしまうようなこ
ともない。 Further, the thick end material is attached by making it come into contact with the flange of the C channel material, but since the C channel material comes into contact with the ends of a plurality of flanges, stable attachment can be achieved and the support column will not be bent.
支柱はウエブ面を金網側に向けて立設するた
め、金網の網目からはみ出したコンクリートに
はウエブ面が当接してコンクリート表面を平滑
に仕上げることができる。 Since the supports are erected with the web surface facing the wire mesh side, the web surface comes into contact with the concrete protruding from the mesh of the wire mesh, making it possible to finish the concrete surface smoothly.
また網目からはみ出したコンクリートはフラ
ンジによつてウエブの裏面に侵入することが妨
げられ、支柱の取外しをスムーズに行うことが
できる。 In addition, the flanges prevent concrete protruding from the mesh from entering the back side of the web, allowing for smooth removal of the supports.
第1図はこの考案の一実施例の斜視図、第2図
は拡大斜視図、第3図はこの考案にかかる支柱を
使用して組んだ型枠の斜視図、第4図〜第7図は
連結具の他の実施例の斜視図、第8図〜第10図
はこの考案の他の実施例の横断面図、第11図は
従来の支柱によつて組んだ型枠の横断面図であ
る。
A……支柱、1……Cチヤンネル材、2……連
結具、5,6……取付具、7……間隔保持具、8
……端太材、11……ウエブ、12……フラン
ジ、21……基板、22……摺動板、25……誘
導板。
Fig. 1 is a perspective view of an embodiment of this invention, Fig. 2 is an enlarged perspective view, Fig. 3 is a perspective view of a formwork assembled using columns according to this invention, and Figs. 4 to 7. 8 is a perspective view of another embodiment of the connector, FIGS. 8 to 10 are cross-sectional views of other embodiments of this invention, and FIG. 11 is a cross-sectional view of a formwork assembled with conventional supports. It is. A... Support column, 1... C channel material, 2... Connector, 5, 6... Mounting tool, 7... Spacing holder, 8
... end thick material, 11 ... web, 12 ... flange, 21 ... substrate, 22 ... sliding plate, 25 ... guiding plate.
Claims (1)
フランジ面が隣り合うCチヤンネル材のフランジ
面に当接するようにし、且つ全Cチヤンネル材の
ウエブが面一となるようにし、全Cチヤンネル材
を連結具により一体に連結して、各Cチヤンネル
材が相互に摺接可能に構成した金網製型枠用支
柱。 Connect all C-channel materials by connecting multiple C-channel materials so that the flange surface of each C-channel material is in contact with the flange surface of an adjacent C-channel material, and the webs of all C-channel materials are flush. A wire mesh formwork support that is connected together with a tool so that each C channel material can slide into contact with each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15962482U JPS5963158U (en) | 1982-10-21 | 1982-10-21 | Wire mesh formwork support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15962482U JPS5963158U (en) | 1982-10-21 | 1982-10-21 | Wire mesh formwork support |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5963158U JPS5963158U (en) | 1984-04-25 |
JPS6223958Y2 true JPS6223958Y2 (en) | 1987-06-18 |
Family
ID=30351321
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15962482U Granted JPS5963158U (en) | 1982-10-21 | 1982-10-21 | Wire mesh formwork support |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5963158U (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0684683B2 (en) * | 1986-12-23 | 1994-10-26 | 日綜産業株式会社 | Temporary frame device for concrete |
JPH073113B2 (en) * | 1989-09-08 | 1995-01-18 | 淵河 李 | Metal formwork panel |
-
1982
- 1982-10-21 JP JP15962482U patent/JPS5963158U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5963158U (en) | 1984-04-25 |
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