JPH0644967Y2 - Precast concrete formwork - Google Patents
Precast concrete formworkInfo
- Publication number
- JPH0644967Y2 JPH0644967Y2 JP1989003638U JP363889U JPH0644967Y2 JP H0644967 Y2 JPH0644967 Y2 JP H0644967Y2 JP 1989003638 U JP1989003638 U JP 1989003638U JP 363889 U JP363889 U JP 363889U JP H0644967 Y2 JPH0644967 Y2 JP H0644967Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- mesh
- concrete
- formwork
- precast concrete
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Panels For Use In Building Construction (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 この考案は主として地下の壁や地中梁の施工に使用され
る、プレキャストコンクリート製型枠に関するものであ
る。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a precast concrete formwork mainly used for construction of an underground wall or an underground beam.
コンクリート工事における型枠工事では型枠の組立,解
体作業の煩雑さを解消するためにプレキャストコンクリ
ート製型枠をそのまま永久型枠として使用し、脱型作業
を省略する方法が従来より行われているが、最近では型
枠内に埋設される鉄筋をその内側に突出させて型枠を製
作し、現場での配筋作業を省く方法も提案されている。In the formwork work in concrete work, the method of using the precast concrete formwork as a permanent formwork as it is and eliminating the demolding work has been conventionally performed in order to eliminate the complexity of formwork assembly and dismantling work. However, recently, a method has been proposed in which a reinforcing bar embedded in a mold is made to project inward to manufacture the mold so as to omit the rebar work on site.
ところがこれらのプレキャスト型枠は通常コンクリート
部分に耐力が期待されるため部材厚が大きく、重量の大
きいのが難点であることに加え、コンクリートの充填状
況の確認ができず、また型枠保持用の(登録商標)フォ
ームタイの取付位置が予め決まっているため現場での施
工誤差に対応出来ない場合がある等の不都合点を抱えて
いる。However, since these precast molds are usually expected to have a proof stress in the concrete part, the member thickness is large and the weight is disadvantageous.In addition, it is not possible to confirm the filling status of the concrete, Since the mounting position of the (registered trademark) foam tie is predetermined, there are some inconveniences such as being unable to cope with construction errors at the site.
この考案はこうした従来のプレキャスト型枠の実情を踏
まえてなされたもので、主に地下工事に好適な型枠を新
たに提案しようとするものである。The present invention was made in view of the actual situation of such a conventional precast formwork, and mainly aims to newly propose a formwork suitable for underground construction.
本考案では地下の躯体には表面仕上げを特に必要としな
い点に着目し、埋殺し型枠を外周部のコンクリート製の
フレームとこのフレームの内周側の開口部に張り付けら
れるメッシュとから構成することにより重量の軽量化を
図るとともに、コンクリートの打設状況とかぶり厚の確
認を可能とし、更にフォームタイ取り付けの自由度を高
める。In the present invention, focusing on the fact that no surface finish is required for the underground skeleton, the buried mold is composed of a concrete frame on the outer periphery and a mesh attached to the opening on the inner periphery of this frame. As a result, the weight can be reduced, and it is possible to check the concrete placement status and cover thickness, and further increase the degree of freedom in attaching the foam ties.
フレームは所要の板厚と板幅を有し、短形状に外周部を
周回し、内部には補強筋が同様に周回して埋設される。The frame has a required plate thickness and plate width, wraps around the outer peripheral portion in a short shape, and the reinforcing bar is also laid and embedded inside.
メッシュはこの補強筋に周辺部が係合した状態でフレー
ム内に埋め込まれて開口部に張られる。The mesh is embedded in the frame and stretched in the opening with the peripheral portion engaged with the reinforcing bar.
以下本考案を一実施例を示す図面に基づいて説明する。 The present invention will be described below with reference to the drawings showing an embodiment.
この考案のプレキャストコンクリート製型枠A(以下型
枠A)は第1図に示すように外周部のコンクリート製の
フレーム1とその開口部に張り付けられるメッシュ2と
からなるもので、主として地下躯体工事に使用されるも
のである。As shown in FIG. 1, a precast concrete formwork A (hereinafter, formwork A) of the present invention is composed of a concrete frame 1 on the outer periphery and a mesh 2 attached to its opening. Is used for.
フレーム1は打設コンクリートの側圧に抵抗可能な、所
要の板厚と板幅を持ち、短形状に周回し、内部には補強
筋3がその形状に沿って配筋されている。The frame 1 has a required plate thickness and plate width capable of resisting the lateral pressure of the poured concrete, and circulates in a short shape. Reinforcing bars 3 are arranged along the shape inside.
メッシュ2は周辺部が示するように補強筋3に係合した
状態でフレーム1内に埋め込まれ、開口部に張り付けら
れる。The mesh 2 is embedded in the frame 1 while being engaged with the reinforcing bar 3 as shown by the peripheral portion, and is attached to the opening.
メッシュ2は鋼網等金属製の網の他、ナイロン,ビニロ
ン等の有機質繊維,ガラス繊維等の無機質繊維等をメッ
シュ状に編んだもので、金属製の場合は補強筋3に溶接
して一体化してもよい。The mesh 2 is made of metal mesh such as steel mesh, organic fibers such as nylon and vinylon, inorganic fibers such as glass fiber, etc. are knitted in a mesh shape. May be turned into.
フレーム1の外周には組み立ての便宜より第2図−I−
IIに示すように必要により目地が形成される。The outer periphery of the frame 1 is shown in FIG.
Joints are formed if necessary as shown in II.
第3図は型枠Aの使用例を示したものである。型枠Aは
図示するように縦横に組み立てられ、縦桟4とフォーム
タイ5及びセパレータ6によって保持されるが、メッシ
ュ2を有することによりその範囲内でセパレータ6はコ
ンクリート7中の主筋の位置に拘わらず任意の位置に架
け渡すことができる。FIG. 3 shows an example of use of the form A. The form A is assembled vertically and horizontally as shown in the drawing, and is held by the vertical crosspiece 4, the foam tie 5 and the separator 6, but by having the mesh 2, the separator 6 is positioned within the range of the main reinforcement in the concrete 7. It can be bridged to any position regardless.
このメッシュ2によってコンクリート7の充填状況と空
隙の存在を目視で確認することができ、またかぶり厚に
は型枠Aのフレーム1の板厚が付加されるためこれを十
分に確保することができる。With this mesh 2, it is possible to visually confirm the filling state of the concrete 7 and the presence of voids, and since the plate thickness of the frame 1 of the form A is added to the cover thickness, this can be sufficiently secured. .
型枠Aは第3図−Iに示すように必要により転倒防止用
にメッシュ2において縦桟4に番線8等により緊結され
る。As shown in FIG. 3-I, the form A is tightly connected to the vertical rails 4 in the mesh 2 by the number lines 8 or the like for the purpose of preventing overturning, as shown in FIG.
この考案は以上の通りであり、中央部にメッシュを有し
ているため重量が大幅に軽量化され、取扱いが容易にな
るとともに、上述の通りコンクリートの充填状況の確
認,セパレータの任意位置への設置が可能である。The present invention is as described above, and since it has a mesh in the center, the weight is significantly reduced and it is easy to handle, and as described above, the concrete filling status is confirmed and the separator is placed at an arbitrary position. It can be installed.
第1図−I,II,IIIは本型枠の製作例を示したそれぞれ正
面図,断面図及びその直交方向断面図、第2図−I,IIは
フレームの断面形状例を示した断面図、第3図−I,IIは
本型枠の組立状況を示したそれぞれ縦断面図,平面図で
ある。 A……プレキャストコンクリート製型枠、1……フレー
ム、2……メッシュ、3……補強筋、4……縦桟、5…
…フォームタイ、6……セパレータ、7……コンクリー
ト、8……番線。1-I, II, and III are front views, cross-sectional views, and cross-sectional views in the direction orthogonal to them, respectively, showing a manufacturing example of this mold, and FIGS. , Fig. 3 -I, II are a longitudinal sectional view and a plan view, respectively, showing the assembled state of the formwork. A: precast concrete formwork, 1 ... frame, 2 ... mesh, 3 ... reinforcing bar, 4 ... vertical bar, 5 ...
… Form tie, 6 …… Separator, 7 …… Concrete, 8 …… Line.
Claims (1)
において、 所要の板厚と板幅を有し、矩形状に周回するコンクリー
ト製のフレームと、フレーム内に周回して埋設される補
強筋に周辺部が係合した状態でここに埋め込まれ、フレ
ームに囲まれた開口部に張り付けられるメッシュとから
なるプレキャストコンクリート製型枠。1. A precast concrete buried formwork, which has a required thickness and width and is made of a concrete frame which circulates in a rectangular shape, and a reinforcing bar which is circumscribed and embedded in the frame. A precast concrete formwork consisting of a mesh that is embedded here in the state where the parts are engaged and that is attached to the opening surrounded by the frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989003638U JPH0644967Y2 (en) | 1989-01-17 | 1989-01-17 | Precast concrete formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989003638U JPH0644967Y2 (en) | 1989-01-17 | 1989-01-17 | Precast concrete formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0295711U JPH0295711U (en) | 1990-07-31 |
| JPH0644967Y2 true JPH0644967Y2 (en) | 1994-11-16 |
Family
ID=31205453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1989003638U Expired - Lifetime JPH0644967Y2 (en) | 1989-01-17 | 1989-01-17 | Precast concrete formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0644967Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5926734B2 (en) * | 1979-06-18 | 1984-06-30 | 電気化学工業株式会社 | Method of injecting slurry into panel members |
| JPS5851580A (en) * | 1981-09-24 | 1983-03-26 | Hitachi Ltd | Magnetic detection sensor device |
-
1989
- 1989-01-17 JP JP1989003638U patent/JPH0644967Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0295711U (en) | 1990-07-31 |
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