JP3019074U - Net formwork equipment - Google Patents

Net formwork equipment

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Publication number
JP3019074U
JP3019074U JP1995005567U JP556795U JP3019074U JP 3019074 U JP3019074 U JP 3019074U JP 1995005567 U JP1995005567 U JP 1995005567U JP 556795 U JP556795 U JP 556795U JP 3019074 U JP3019074 U JP 3019074U
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JP
Japan
Prior art keywords
formwork
pair
net
fixing member
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 - Lifetime
Application number
JP1995005567U
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Japanese (ja)
Inventor
宗博 西江
敏隆 竹田
Original Assignee
日本フエラス工業株式会社
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Priority to JP1995005567U priority Critical patent/JP3019074U/en
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Abstract

(57)【要約】 (修正有) 【目的】 型枠装置を解体せず、且つ端太材の桟木やパ
イプ等の副資材が不要であり、型枠組立作業も容易で施
工作業が格段に向上しうる網型枠装置を提供する。 【構成】 捨てコンクリート1上に所定間隔をおいて設
置される一対の下ランナー2、2と、下ランナーの内側
に下端部を当接させて上方に立設された、複数の縦状強
化リブ10・・・を有する一対の網型枠3、3と、一対
の網型枠の上端部に取り付けられた上ランナー4、4
と、一対の網型枠間の間隔を保持する間隔保持具5と、
を備え、一対の網型枠内から外側に突出した間隔保持具
の先端部には網型枠外側に沿って添設される横端太材6
を固定する固定部材7が取り付け可能とされ、固定部材
は間隔保持具への取付部9を基部として少なくとも上下
方向のいずれか一方に横端太材保持部が形成されてい
る。
(57) [Summary] (Modified) [Purpose] The formwork device is not disassembled, and auxiliary materials such as thick timbers and pipes are not required. An improved mesh formwork device is provided. [Structure] A pair of lower runners 2, 2 installed at a predetermined interval on abandoned concrete 1, and a plurality of vertical reinforcing ribs which are erected upward with their lower ends abutting on the inside of the lower runner. A pair of net formwork 3, 3 having 10 ... and upper runners 4, 4 attached to the upper ends of the pair of net formwork.
And a space holder 5 for holding the space between the pair of net form frames,
And a lateral end thick member 6 attached along the outside of the mesh form at the tip of the space holder protruding from the inside of the pair of mesh forms.
A fixing member 7 for fixing the fixing member 7 can be attached, and the fixing member has a lateral end thick material holding portion formed at least in one of the up and down directions based on the attachment portion 9 to the space holder.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、メッシュ状の網型枠を利用したいわゆる埋め殺し型網型枠装置に関 するものである。 The present invention relates to a so-called buried type net formwork device using a mesh-like net formwork.

【0002】[0002]

【従来の技術】[Prior art]

従来、網型枠装置は図6から理解されるように、スターラップ筋20の上方に 略H状をなす天端部材保持具21を連結し、この天端部材保持具21の上方に天 端ランナー支持部材22を連結させ、該天端ランナー支持部材22の両側に天端 ランナー23を支持するものとしていた。 Conventionally, a net formwork device has a generally H-shaped top end member holder 21 connected above the stirrup streak 20 and a top end member above the top end member holder 21 as can be seen from FIG. The runner support member 22 is connected, and the top runner 23 is supported on both sides of the top runner support member 22.

【0003】 そして、この天端ランナー23から各々網型枠24を吊り下げると共に、網型 枠24の下端部側には下ランナー25を設置し、かつ網型枠24のさらに外側に は図7から理解されるように、横端太材26並びに縦端太材27を略格子状に組 み前記網型枠を強化して型枠装置を形成していた。The net formwork 24 is suspended from the top end runner 23, a lower runner 25 is installed on the lower end side of the network form 24, and a net formwork 24 is provided outside the net formwork 24. As will be understood from the above, the horizontal frame thick members 26 and the vertical edge thick members 27 are assembled in a substantially lattice shape to strengthen the mesh mold to form a mold device.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、前記従来の型枠装置では、網型枠の剛性が小さく、また自立で きないために前述の仮設材となる横端太材26および縦端太材27の組み合わせ によって強化するものとしていたのである。 しかして、このような従来の型枠構成であると、網型枠の組立作業に対して前 記横端太材26、縦端太材27の取り付け、あるいはその解体作業は型枠工事の 60%を占めるものとなっており、その省力化を図るためには転用の端太材を少 なくする工法が要請されていた。 However, in the above-mentioned conventional formwork apparatus, since the rigidity of the mesh formwork is small and it cannot stand on its own, it is strengthened by the combination of the horizontal edge thick material 26 and the vertical edge thick material 27 which are the above-mentioned temporary materials. Of. However, with such a conventional formwork configuration, the above-mentioned horizontal end thick member 26 and vertical end thick member 27 are attached to the net formwork assembling work, or the dismantling work is performed in the formwork work. %, And in order to save labor, there was a demand for a construction method that reduces the number of diverted timbers.

【0005】 また、梁の背が比較的低い小規模の地中梁や基礎は副資材(端太材の桟木やパ イプ等)の占める割合が高く、コストメリットが出ないとの課題があった。 さらには従来の工法ではノロ流出による端太材26、27の汚れの清掃と、コ ンクリート打設時に生じた縦端太材27の足元下端部のノロ除去作業を行わなけ れば型枠の解体がスムーズにできないとの課題もあった。In addition, there is a problem in that small-scale underground beams and foundations with relatively short beam heights have a high proportion of auxiliary materials (such as timber timbers and pipes), and cost merit does not come out. It was Further, in the conventional construction method, the mold is disassembled unless the dirt on the thick timbers 26, 27 caused by spillage is cleaned and the sloppy bottom end of the vertical thick timber 27 generated during concrete placement is removed. There was also a problem that it could not be done smoothly.

【0006】 かくして、本考案は上記従来の課題に鑑みてなされたものであり、型枠装置を 全く解体しなくてすむため、作業の合理化と工期短縮をもたらし、且つ端太材の 桟木やパイプ等の副資材が不要となり、それらの運搬や置場が半減すると共に、 型枠材の軽量化が実現し、型枠組立作業も容易で施工作業が格段に向上しうる網 型枠装置を提供することを目的とするものである。Thus, the present invention has been made in view of the above-mentioned conventional problems, and since the formwork device does not have to be disassembled at all, it leads to rationalization of work and shortening of the construction period, as well as splinters and pipes of thick timber. Providing a net formwork device that does not require auxiliary materials such as etc., transports and places them in half, reduces the weight of formwork materials, facilitates formwork assembly work, and significantly improves construction work That is the purpose.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

本考案による網型枠装置は、捨てコンクリート1上に所定間隔をおいて設置さ れる一対の下ランナー2、2と、該下ランナー2、2の内側に下端部を当接させ て上方に立設された、複数の縦状強化リブ10・・・を有する一対の網型枠3、 3と、 前記一対の網型枠3、3の上端部に取り付けられた上ランナー4、4と、 前記一対の網型枠3、3間の間隔を保持する間隔保持具5と、 を備え、 一対の網型枠3、3内から外側に突出した前記間隔保持具5の先端部には網型 枠3、3外側に沿って添設される横端太材6を固定する固定部材7が取り付け可 能とされ、 該固定部材7は前記間隔保持具5への取付部9を基部として少なくとも上下方 向のいずれか一方に前記横端太材保持部9が形成されてなり、 かつ、固定部材7及び横端太材6は埋め殺し可能とで構成されている。 The net formwork device according to the present invention is constructed such that a pair of lower runners 2 and 2 installed at a predetermined interval on abandoned concrete 1 and a lower end portion of the lower runners 2 and 2 are brought into contact with each other to stand up. A pair of net formwork 3, 3 having a plurality of vertical reinforcing ribs 10 provided, and upper runners 4, 4 attached to the upper ends of the pair of network form 3, 3; A pair of mesh formwork 3, 3, and a space holder 5 for holding the space between the mesh formwork 3, 3. 3, a fixing member 7 for fixing the lateral end thick material 6 provided along the outer side can be attached, and the fixing member 7 has at least the upper and lower parts based on the attachment portion 9 to the interval holder 5. The lateral edge thick material holding portion 9 is formed in either one of the two directions, and the fixing member 7 and the lateral edge thick material 6 are provided. It is composed of a possible killing fill.

【0008】[0008]

【作用】[Action]

本考案では、網型枠3に複数の縦状強化リブ10・・・を設け、自立できる網型 枠とした。 よって、縦端太材を不要とするとともに、横端太材及び該横端太材を固定する 固定部材をそのまま埋め殺しするものとした。 In the present invention, the net form 3 is provided with a plurality of vertical reinforcing ribs 10 ... Therefore, the vertical edge thick material is not required, and the lateral edge thick material and the fixing member for fixing the lateral edge thick material are buried as they are.

【0009】 したがって、型枠装置を解体しなくてすむため、作業の合理化と工期の短縮を もたらし、かつ端太材の桟木やパイプ等の副資材が不要となり、それらの運搬や 置場が半減するとともに、型枠材の軽量化が実現でき、型枠組立作業も容易で施 工作業が格段に向上しうるものとなった。[0009] Therefore, it is not necessary to dismantle the formwork device, which leads to rationalization of work and shortening of the construction period, and also eliminates the need for auxiliary materials such as thick timber piers and pipes, and reduces the transportation and storage space by half. At the same time, the weight of the formwork material can be reduced, and the work of assembling the formwork is easy and the work can be greatly improved.

【0010】[0010]

【実施例】【Example】

以下、本考案を図に示す実施例に基づいて説明する。 捨てコンクリート1上に所定間隔をおいて一対の下ランナー2、2が設けられ ている。 該下ランナー2としては例えば断面略L字状をなしたL形状アングル部材が用 いられている。 The present invention will be described below with reference to the embodiments shown in the drawings. A pair of lower runners 2 and 2 are provided on the discarded concrete 1 at predetermined intervals. As the lower runner 2, for example, an L-shaped angle member having a substantially L-shaped cross section is used.

【0011】 そして、この対向して設置された下ランナー2、2の内側に下端部を当接させ て一対の網型枠3、3が立設されている。 この網型枠3は縦状強化リブ10・・・が所定間隔をおいて複数設けられてお り、網型枠3が補助部材なしに自立できるように構成されている。 そして、この一対の網型枠3、3の上端部には略L字状のL形状アングル部材 からなる上ランナー4、4が取り付けられている。Then, a pair of net formwork 3 and 3 is erected with the lower end portions abutting on the insides of the lower runners 2 and 2 installed opposite to each other. The net form frame 3 is provided with a plurality of vertical reinforcing ribs 10 at predetermined intervals so that the net form frame 3 can stand on its own without any auxiliary member. Then, upper runners 4 and 4 each made of a substantially L-shaped L-shaped angle member are attached to the upper ends of the pair of net formwork 3 and 3.

【0012】 また一対の網型枠3、3間の所定間隔(後に打設されるコンクリートの厚みと なる間隔)を保持するため間隔保持具5が該網型枠3、3内を貫挿して取り付け られている。 そして、一対の網型枠3、3内から外側に突出した前記間隔補持具5の先端部 には前記網型枠3の外側に沿って添設される横端太材6を固定する固定部材7が 取り付けられている。Further, in order to maintain a predetermined interval between the pair of net molds 3 and 3 (a gap that becomes the thickness of concrete to be placed later), a gap holder 5 is inserted through the net molds 3 and 3. It is installed. Then, the lateral end thick material 6 attached along the outside of the mesh frame 3 is fixed to the tip end portion of the space holder 5 protruding outward from the inside of the pair of mesh molds 3, 3. The member 7 is attached.

【0013】 この固定部材7は図3、図4及び図5に示す形状をなしており、図3に示す固 定部材7では、該固定部材7の中央に設けられた取付部8を基部として、その上 下方向に横端太材保持部9が2箇所設けられている。 これに対し、図4に示す固定部材7では取付部8の上方にのみ横端太材保持部 9が形成される。The fixing member 7 has a shape shown in FIGS. 3, 4 and 5, and in the fixing member 7 shown in FIG. 3, the mounting portion 8 provided at the center of the fixing member 7 serves as a base portion. The horizontal thick material holding portions 9 are provided at two positions in the up and down direction. On the other hand, in the fixing member 7 shown in FIG. 4, the lateral end thick material holding portion 9 is formed only above the mounting portion 8.

【0014】 さらに、図5に固定部材7では取付部8の下端から水平に延び、さらに上方に 立ち上げて略コ字状に形成して横端太材保持部9が形成されている。 以上において本考案の使用状態につき説明する。 まず本考案による網型枠装置施工の手順は、天端ラインの確認を行うとともに 型枠内に設置されたスターラップ筋等を利用して予め間隔保持具5を取り付ける 。Further, in the fixing member 7 shown in FIG. 5, a horizontal end thick material holding portion 9 is formed by extending horizontally from the lower end of the mounting portion 8 and further rising upward to be formed into a substantially U-shape. The usage of the present invention will be described above. First, in the procedure for constructing the net formwork device according to the present invention, the top line is checked, and the interval holder 5 is attached in advance by using a stirrup streak or the like installed in the formwork.

【0015】 その後、所定の間隔をおいて一対の網型枠3、3を取り付ける。 その際、間隔保持具の先端部は前記網型枠3、3を貫通させて外側に突出させ ておくものとする。 さらに、下ランナー2、2を設置し、網型枠3、3の下端部を該下ランナー2 、2の内側に当接させ、かつ該下ランナー2、2と網型枠3、3の下端部とを接 続固定させる。After that, the pair of net formwork 3, 3 is attached at a predetermined interval. At this time, the tip of the space holder is to penetrate the mesh frames 3 and 3 and project outward. Further, the lower runners 2, 2 are installed, the lower end portions of the net formwork 3, 3 are brought into contact with the insides of the lower runner 2, 2, and the lower runners 2, 2 and the lower ends of the net formwork 3, 3 The part is connected and fixed.

【0016】 ここで、この接続固定の方法については何ら限定されるものではないが、図示 するように下ランナー2に穿設した透孔12に結束線11を差し込み、該結束線 11で結束固定しても構わないし、下ランナー2に設けた切り起こし爪で網型枠 3を固定しても構わないものである。 次いで、間隔保持具5の先端部に固定部材7を各々ねじ込む等して取り付ける とともに、この固定部材7に横端太材6を取り付ける。Here, the connecting and fixing method is not limited in any way, but as shown in the figure, the binding wire 11 is inserted into the through hole 12 formed in the lower runner 2 and the binding wire 11 is used for fixing the binding. Alternatively, the mesh form 3 may be fixed by the cut-and-raised claws provided on the lower runner 2. Next, the fixing members 7 are attached to the distal ends of the spacing members 5 by screwing them on, and the lateral end thick members 6 are attached to the fixing members 7.

【0017】 ところで、両側の網型枠3、3の外側に前記固定部材7を介して横端太材6、 6を取り付けた後、例えば固定部材7と固定部材7との略中間部位に、図から理 解されるように、番線13等で番線締めしておくことが望ましいものである。 その後、上ランナー4、4を網型枠3、3の上端に取り付けた後、コンクリー トを打設することとなる。By the way, after the lateral end thick members 6, 6 are attached to the outside of the net formwork 3, 3 on both sides via the fixing member 7, for example, at a substantially intermediate portion between the fixing member 7 and the fixing member 7, As can be understood from the figure, it is desirable to tighten the number lines 13 and the like. After that, the upper runners 4 and 4 are attached to the upper ends of the net formwork 3 and 3, and then concrete is placed.

【0018】 この上ランナー4と網型枠3との接続固定の方法についても何ら限定されるも のではないが、下ランナー2の場合と同様に上ランナー4に穿設した透孔12に 結束線11を差し込み、該結束線11で結束固定しても構わないし、上ランナー 4に設けた切り起こし爪で網型枠3を固定しても構わないものである。 そして、コンクリートの打設により前記横端太材6あるいは固定部材7は埋め 殺し状態とされる。The method of connecting and fixing the upper runner 4 and the net form 3 is not limited in any way, but as in the case of the lower runner 2, it is tied to the through hole 12 formed in the upper runner 4. The wire 11 may be inserted and fixed by binding with the binding wire 11, or the net form 3 may be fixed by the cut-and-raised claws provided on the upper runner 4. Then, the horizontal thick material 6 or the fixing member 7 is buried by pouring concrete.

【0019】 しかして、該コンクリートの固化後、この型枠の解体作業には何等の手間をも 要しないのである。After the solidification of the concrete, however, the work of dismantling the formwork does not require any effort.

【0020】[0020]

【考案の効果】[Effect of device]

かくして本考案は以上の構成よりなる。 そして、本考案による網型枠装置であれば、型枠装置を解体しなくてすむため 、作業の合理化と工期短縮をもたらし、且つ端太材の桟木やパイプ等の副資材が 不要となり、それらの運搬や置場が半減すると共に、型枠材の軽量化が実現し、 型枠組立作業も容易で施工作業が格段に向上させることができる。 Thus, the present invention has the above configuration. The net formwork device according to the present invention does not require dismantling of the formwork device, which rationalizes the work and shortens the construction period, and eliminates the need for auxiliary materials such as timber stiles and pipes. In addition to halving the transportation and storage space, it is possible to reduce the weight of the formwork material, facilitate the work of assembling the formwork, and significantly improve the construction work.

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

【図1】本考案による実施例の斜視図(その1)であ
る。
FIG. 1 is a perspective view (1) of an embodiment according to the present invention.

【図2】本考案による実施例の斜視図(その2)であ
る。
FIG. 2 is a perspective view (2) of the embodiment according to the present invention.

【図3】固定部材の構成を示す説明図(その1)であ
る。
FIG. 3 is an explanatory view (No. 1) showing the configuration of the fixing member.

【図4】固定部材の構成を示す説明図(その2)であ
る。
FIG. 4 is an explanatory view (No. 2) showing the configuration of the fixing member.

【図5】固定部材の構成を示す説明図(その3)であ
る。
FIG. 5 is an explanatory view (No. 3) showing the configuration of the fixing member.

【図6】従来例の構成説明図(その1)である。FIG. 6 is a configuration explanatory view (1) of a conventional example.

【図7】従来例の構成説明図(その2)である。FIG. 7 is a configuration explanatory view (No. 2) of a conventional example.

【図8】従来例の構成説明図(その3)である。FIG. 8 is a configuration explanatory view (3) of the conventional example.

【符号の説明】[Explanation of symbols]

1 捨てコンクリート 2 下ランナー 3 網型枠 4 上ランナー 5 間隔保持具 6 横端太材 7 固定部材 8 取付部 9 横端太材保持部 11 結束線 12 透孔 13 番線 20 スターラップ筋 21 天端部材保持具 22 天端ランナー支持部材 23 天端ランナー 24 網型枠 25 下ランナー 26 横端太材 27 縦端太材 1 Discarded concrete 2 Lower runner 3 Net formwork 4 Upper runner 5 Spacing tool 6 Horizontal edge thick material 7 Fixing member 8 Attachment section 9 Horizontal edge thick material holding section 11 Bundling wire 12 Through hole 13 Stirrup bar 21 Top end Member holder 22 Top runner support member 23 Top runner 24 Net formwork 25 Lower runner 26 Horizontal thick material 27 Vertical thick material

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 捨てコンクリート(1)上に所定間隔を
おいて設置される一対の下ランナー(2、2)と、該下
ランナー(2、2)の内側に下端部を当接させて上方に
立設された、複数の縦状強化リブ(10・・・)を有す
る一対の網型枠(3、3)と、 前記一対の網型枠(3、3)の上端部に取り付けられた
上ランナー(4、4)と、 前記一対の網型枠(3、3)間の間隔を保持する間隔保
持具(5)と、 を備え、 一対の網型枠(3、3)内から外側に突出した前記間隔
保持具(5)の先端部には網型枠(3、3)外側に沿っ
て添設される横端太材(6)を固定する固定部材(7)
が取り付け可能とされ、 該固定部材(7)は前記間隔保持具(5)への取付部
(9)を基部として少なくとも上下方向のいずれか一方
に前記横端太材保持部(9)が形成されてなり、 かつ、固定部材(7)及び横端太材(6)は埋め殺し可
能とされたことを特徴とする網型枠装置。
1. A pair of lower runners (2, 2) installed at a predetermined interval on abandoned concrete (1) and an upper part of the lower runners (2, 2) with their lower ends abutting against each other. A pair of mesh formwork (3, 3) having a plurality of vertical reinforcing ribs (10 ...) installed upright on the upper end of the pair of mesh formwork (3, 3) An upper runner (4, 4); and a space holder (5) for holding the space between the pair of net formwork (3, 3). A fixing member (7) for fixing a lateral end thick material (6) attached along the outside of the net formwork (3, 3) to the tip of the space holder (5) protruding to the outside.
The fixing member (7) has the lateral end thick material holding portion (9) formed at least in one of the up and down directions with the attachment portion (9) to the spacing member (5) as a base portion. A net formwork device characterized in that the fixing member (7) and the lateral end thick material (6) can be buried.
JP1995005567U 1995-06-07 1995-06-07 Net formwork equipment Expired - Lifetime JP3019074U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995005567U JP3019074U (en) 1995-06-07 1995-06-07 Net formwork equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995005567U JP3019074U (en) 1995-06-07 1995-06-07 Net formwork equipment

Publications (1)

Publication Number Publication Date
JP3019074U true JP3019074U (en) 1995-12-05

Family

ID=43154498

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995005567U Expired - Lifetime JP3019074U (en) 1995-06-07 1995-06-07 Net formwork equipment

Country Status (1)

Country Link
JP (1) JP3019074U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11323955A (en) * 1998-03-12 1999-11-26 Hitachi Chem Co Ltd Separator for form and concrete placing form using this separator

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11323955A (en) * 1998-03-12 1999-11-26 Hitachi Chem Co Ltd Separator for form and concrete placing form using this separator

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