JPH04228773A - Molded panel - Google Patents

Molded panel

Info

Publication number
JPH04228773A
JPH04228773A JP3105308A JP10530891A JPH04228773A JP H04228773 A JPH04228773 A JP H04228773A JP 3105308 A JP3105308 A JP 3105308A JP 10530891 A JP10530891 A JP 10530891A JP H04228773 A JPH04228773 A JP H04228773A
Authority
JP
Japan
Prior art keywords
mold
shape
crossbars
mold panel
bar
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.)
Granted
Application number
JP3105308A
Other languages
Japanese (ja)
Other versions
JPH0756172B2 (en
Inventor
Willibald Fischer
ヴィリバルト フィッシャー
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Publication of JPH04228773A publication Critical patent/JPH04228773A/en
Publication of JPH0756172B2 publication Critical patent/JPH0756172B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/291Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/02Flat foundations without substantial excavation
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal
    • E04G9/065Forming boards or similar elements the form surface being of metal the form surface being of wire mesh

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Finishing Walls (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Foundations (AREA)
  • Laminated Bodies (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE: To easily from a mold panel of a desired shape by fixing a thin piece of a planar material that keeps the shape in a section of a side wall of a plurality of parallel crossbars, with the crossbar bent into a U-shape as required. CONSTITUTION: A bar material and a planar material fixed to a bar material are provided, which are connected, respectively, to a thin piece 3 of a shape- retaining material comprising a ribbed plate or scaled plate using a plurality of structural steel, on both sides wherein the ends of crossbars 2 are provided side by side. A mold panel for manufacturing a die comprising an open boundary surface and a side wall, for an elongated beam-like foundation, is formed. Crossbars 2 of required numbers are provided parallel at first, and a thin piece 3 of a fine screen lattice is fixed by welding, etc., before the crossbar 2 is cut to a specified length. Further as required, a side wall comprising the crossbar 2 as well as a bottom part of the thin piece 3 is bent to form a mold of a desired U-shape.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、請求項1の前文に説明
する種類の、開放基部を有する鋳型を製造するための鋳
型パネルに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The invention relates to a mold panel for producing molds with an open base, of the type defined in the preamble of claim 1.

【0002】0002

【従来の技術】その様な鋳型パネルは独国特許第360
1882号から公知である。その公知の鋳型パネルは、
鋼製棒の格子構造およびその上で収縮させたプラスチッ
クシートからなる。例えば、細長い梁状基礎用の、開放
基部を有する鋳型を製造するには、その鋳型の側壁のそ
れぞれに個別の鋳型パネルを使用する必要がある。地上
に鋳型壁を構築するための基礎を造るために、製造工程
の中で、または使用の直前に、L字形になる様に鋳型パ
ネルを曲げる。それでも、鋳型の必要な安定性を確保す
るために、公知の鋳型壁を大地に、および/または互い
に接続しなければならない。その上、格子構造上で収縮
させたプラスチックシートは、格子構造上に単に広げ、
溶接により固定したプラスチックシートよりはるかに強
く格子構造を引き締めるが、プラスチックシートには形
状を保持する特性はない。
[Prior Art] Such a molded panel is disclosed in German Patent No. 360
It is known from No. 1882. The known molded panel is
It consists of a lattice structure of steel rods and a plastic sheet shrunk thereon. For example, manufacturing a mold with an open base for an elongated beam foundation requires the use of separate mold panels for each side wall of the mold. The mold panels are bent into an L-shape during the manufacturing process or just prior to use to create a foundation for constructing the mold walls above ground. Nevertheless, in order to ensure the necessary stability of the mold, the known mold walls must be connected to the ground and/or to each other. Moreover, the plastic sheet shrunk on the lattice structure can be simply spread on the lattice structure and
Although it tightens the lattice structure much more strongly than plastic sheets fixed by welding, plastic sheets do not have shape-retaining properties.

【0003】0003

【発明が解決しようとする課題】そこで、本発明の目的
は、簡単な方法で、安価に製造および構築できる鋳型用
の鋳型パネルを提供することである。
SUMMARY OF THE INVENTION It is therefore an object of the present invention to provide a mold panel for a mold that can be manufactured and constructed in a simple manner and at low cost.

【0004】0004

【課題を解決するための手段】この目的は、請求項1に
記載する特徴により達成される。本発明に係わる鋳型パ
ネルは、簡単な方法で、追加の締め付けおよび引っ張り
作業をせずに、側壁を単に曲げるだけで、望ましい鋳型
を製造できる。製造工程では、形状保持材料製の側壁を
使用することにより、横棒を、相互に予め決めた距離お
よび予め決めた位置に保持する。
This object is achieved by the features set out in claim 1. The mold panel according to the invention allows the desired mold to be produced in a simple manner, without additional tightening and tensioning operations, by simply bending the side walls. During the manufacturing process, the crossbars are held at a predetermined distance from each other and in a predetermined position by using side walls made of shape-retaining material.

【0005】形状保持材料として、請求項2に記載する
、ひだの付いた板、またはうろこ型の板を使用するのが
特に有利である。これらの板はこれまで例えば工業用建
造物に設置する滑り止め階段に使用されている。これら
の板は、凹凸表面を有し、板の片側に窪みがあり、その
板の反対側に突出部がある。うろこ型板の場合は、隆起
部にはさらに貫通した孔がある(丁度おろし金の様に)
が、該貫通孔は非常に小さいので、コンクリートはほと
んどそこを通過し得ない。これらの凹凸のある板を使用
することにより、流し込んだコンクリート部分の側面に
適度の粗さが得られ、この適度の粗さにより追加のコン
クリート部分に対する良好な密着ブリッジが形成される
It is particularly advantageous to use a pleated plate or a scale-shaped plate according to claim 2 as shape-retaining material. These boards have been used to date, for example, in non-slip staircases installed in industrial buildings. These plates have a textured surface, with depressions on one side of the plate and protrusions on the opposite side of the plate. In the case of scale templates, the ridges have additional perforations (just like a grater).
However, the through holes are so small that hardly any concrete can pass through them. By using these textured plates, a suitable roughness is obtained on the sides of the poured concrete part, which creates a good adhesion bridge for the additional concrete part.

【0006】しかし、請求項3により、エキスパンデッ
ドメタル、特に微細網目格子のエキスパンデッドメタル
を細片の代わりに使用することも可能である。
According to claim 3, however, it is also possible to use expanded metal, in particular expanded metal with a fine mesh lattice, instead of the strip.

【0007】通常、請求項4により、形状保持材料製の
細片により横棒を予め決めた間隔で保持すれば十分であ
る。しかし、請求項5により、形状保持材料製の細片を
取り付ける前または後に、縦棒により横棒を補強するこ
ともできる。
Generally, it is sufficient to hold the crossbars at a predetermined distance by means of strips of shape-retaining material. However, according to claim 5, it is also possible to reinforce the crossbars with longitudinal bars before or after attaching the strips of shape-retaining material.

【0008】請求項6により、縦棒は、好ましくは特別
な応力がかかる位置、例えば曲げ部分に配置する、ある
いは請求項7により、最初から金属格子を使用する。
[0008] According to claim 6, the longitudinal bars are preferably arranged at special stressed positions, for example in bending sections, or according to claim 7, a metal grid is used from the beginning.

【0009】本発明に係わる鋳型は、平行で、平らなま
たは予め曲げた横棒に、形状保持材料製の細片を、後で
側壁に対応する位置で取り付けることにより製造するが
、該細片は直接(請求項8)または追加の縦棒と共に(
請求項9)取り付ける。
The mold according to the invention is produced by attaching strips of shape-retaining material to parallel, flat or pre-bent crossbars at positions that later correspond to the side walls; directly (claim 8) or together with an additional vertical bar (
Claim 9) Attaching.

【0010】以下に、添付の図面を参照しながら本発明
を詳細に説明する。
The present invention will now be described in detail with reference to the accompanying drawings.

【0011】[0011]

【実施例】図1は、複数の構造鋼製の平行横棒2を備え
た、本発明に係わる鋳型パネルを示す。横棒2の長さ、
直径および間隔は望ましい鋳型および満たすべき必要条
件に応じて選択する。横棒の2の末端は互いに同列に並
んでおり、その両側で、形状を保持できるひだ付きの板
からなるそれぞれの細片3に接続し、横棒2の、該細片
3同士の間に位置する部分は覆われていない。細片3の
幅および長さは、望ましい鋳型の側壁の寸法に大体対応
している。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a mold panel according to the invention with a plurality of parallel transverse bars 2 made of structural steel. The length of horizontal bar 2,
The diameter and spacing are selected depending on the desired mold and the requirements to be met. The two ends of the crossbars are aligned with each other and are connected on each side to respective strips 3 of shape-retaining pleated plates, and between the strips 3 of the crossbars 2 are connected The part where it is located is not covered. The width and length of the strip 3 correspond approximately to the desired mold side wall dimensions.

【0012】図2は、別の、例えば細長い梁状基礎用に
使用する型のU字形の鋳型を形成するために、既に曲げ
てある鋳型パネル1’の実施形態を示す。鋳型パネル1
’は、細片3’が側壁の区域に位置し、横棒2’の覆わ
れていない区域を地表に置き、基礎部を形成する様に曲
げる。 必要であれば、末端面は通常の鋳型手段で閉じることが
できる。
FIG. 2 shows an embodiment of a mold panel 1' which has already been bent in order to form a U-shaped mold of the type used, for example, for elongated beam foundations. Mold panel 1
' is bent in such a way that the strip 3' is located in the area of the side wall, the uncovered area of the crossbar 2' is placed on the ground and forms the foundation. If desired, the end face can be closed by conventional molding means.

【0013】図3からも分かる様に、細片3’は、横棒
2’の内側を向いた側に溶接されたうろこ型の板からな
る。 うろこ型板の細片3’は、横棒2’の末端から曲り区域
まで伸びている。横棒2’の外側は、縦棒4に溶接され
ている。図に示す実施形態の場合、各側壁はそれぞれ2
本の縦棒を備え、該縦棒4の一方はその末端区域で横棒
2’に接続し、該縦棒4の他方は、曲り部分に近い区域
で横棒に接続している。しかし、追加の縦棒4を使用す
ることも、あるいは該縦棒を完全に金属格子で置き換え
ることも可能である(図5参照)。
As can also be seen in FIG. 3, the strip 3' consists of a scale-shaped plate welded to the inwardly facing side of the crossbar 2'. The strip 3' of the scale template extends from the end of the crossbar 2' to the bend area. The outer side of the horizontal bar 2' is welded to the vertical bar 4. In the embodiment shown, each side wall has two
It comprises a book longitudinal bar, one of which is connected to the transverse bar 2' in its end region, and the other of the longitudinal bar 4 is connected to the transverse bar in the region close to the bend. However, it is also possible to use additional vertical bars 4 or to replace them completely with a metal grid (see FIG. 5).

【0014】図3に示す様に、うろこ型板からなる細片
3’は、番号5で示す位置で横棒2’に溶接してあり、
細片3’の板から突き出したうろこ6が鋳型の内側を向
く様な配置になっている。
As shown in FIG. 3, a strip 3' of scale template is welded to the crossbar 2' at the location indicated by number 5;
The scales 6 protruding from the plate of the strip 3' are arranged so as to face the inside of the mold.

【0015】図4は、周囲方向で閉じた鋳型の代わりに
本発明による鋳型パネルを使用するための別の方法をし
、鋳型パネル1′と同様に(図に示すように)鋳型パネ
ル1を使用することができる。この鋳型では、寸法に関
して互いに適合した2つの鋳型パネルをそれぞれU字形
の鋳型部分を形成する様に曲げ、それらを相互に90o
ずらしてはめ込み、一方の鋳型パネル1のそれぞれの細
片3が他方の鋳型パネル1の横棒2の露出した区域を覆
う様に配置する。この用途には、横棒2の露出区域にあ
たる各細片の縁部を僅かに曲げ、曲げた鋳型パネル同士
をはめ込んだ時に、細片3が角部で互いに重なり合い、
この地点からコンクリートが漏れない様にするのが好ま
しい。
FIG. 4 shows an alternative method for using a mold panel according to the invention instead of a mold that is closed in the circumferential direction, with mold panel 1 (as shown) similar to mold panel 1'. can be used. In this mold, two dimensionally matched mold panels are each bent to form a U-shaped mold section, and they are held 90° to each other.
They are offset and arranged so that each strip 3 of one mold panel 1 covers the exposed area of the crossbar 2 of the other mold panel 1. For this application, the edges of each strip in the exposed area of the crossbar 2 are slightly bent so that when the bent mold panels are fitted together, the strips 3 overlap each other at the corners.
It is preferable to prevent concrete from leaking from this point.

【0016】図5は、横棒12が縦棒14と共に規則的
な格子を形成する、別の鋳型パネル10を示す。細片1
3は、上記実施形態の細片に対応し、金属格子の横棒1
2に直接接続している。鋳型パネル10は、縦棒14が
外側を向く様に曲げる。金属格子として通常の溶接金網
を使用することもできる。
FIG. 5 shows another mold panel 10 in which the horizontal bars 12 together with the vertical bars 14 form a regular grid. strip 1
3 corresponds to the strip of the above embodiment, and the horizontal bar 1 of the metal grid
It is directly connected to 2. The mold panel 10 is bent so that the vertical bars 14 face outward. It is also possible to use an ordinary welded wire mesh as a metal grid.

【0017】この鋳型パネル、より適切な言い方をすれ
ばこの鋳型部品は、自動製造するのが好ましいが、その
自動製造は、必要な数の横棒を平行に配置して溶接装置
に供給し、そこで形状保持材料製の細片を溶接、点溶接
またはその他の技術により取り付ける工程を含む。細片
を取り付ける前、または後に、横棒を望ましい長さに切
断する。これに続いて、必要であれば細片の下縁部と共
に、横棒を曲げ、U字形の鋳型部品を形成する。しかし
、必要であれば、細片を取り付ける前に曲げ加工を行な
うこともできる。
[0017] This mold panel, or more appropriately, this mold part, is preferably manufactured automatically, and the automatic manufacturing involves arranging the required number of horizontal bars in parallel and feeding them to a welding device. There, it involves attaching strips of shape-retaining material by welding, spot welding or other techniques. Cut the crossbars to the desired length before or after installing the strips. Following this, the crossbar is bent, if necessary together with the lower edge of the strip, to form a U-shaped mold part. However, if necessary, bending can also be carried out before attaching the strips.

【0018】縦棒は、細片の前または後に、横棒に溶接
できる。金属格子を使用する場合は、該格子を予め加工
してから細片に接続する。この場合、細片は横棒に直接
溶接するのが好ましい。しかし、細片を縦棒に溶接し、
該細片と横棒との間の接続を縦棒経由で行なうことも可
能である。
[0018] The vertical bar can be welded to the horizontal bar before or after the strip. If a metal grid is used, it is prefabricated and then connected to the strips. In this case, the strip is preferably welded directly to the crossbar. However, if the strips are welded to a vertical bar,
It is also possible to make the connection between the strip and the horizontal bar via a vertical bar.

【0019】上記の実施形態は、個々の図面を基に示し
た詳細部を入れ替えて修正することができる。例えば、
図2または図5の実施形態で説明した細片は、図4に示
す様式で曲げることもできる。細片用にひだ付き板また
はうろこ型板を使用する代わりに、エキスパンドメタル
、特に市販の微細網目格子のエキスパンドメタル、ある
いは他の好適な形状保持材料を使用することもできる。 横棒の数または縦棒の数は、図面に示す棒の数に対して
増加または減少させることができる。より細い横棒を使
用する場合は、鋳型部品を建設現場で直接折り曲げるこ
ともできよう。
The embodiments described above can be modified by replacing the details shown on the basis of the individual drawings. for example,
The strips described in the embodiments of FIG. 2 or 5 can also be bent in the manner shown in FIG. Instead of using pleated plates or scale templates for the strips, it is also possible to use expanded metal, especially commercially available fine mesh lattice expanded metal, or other suitable shape-retaining materials. The number of horizontal bars or the number of vertical bars can be increased or decreased relative to the number of bars shown in the drawings. If thinner crossbars are used, the molded parts could be folded directly at the construction site.

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

【図1】本発明に係わる鋳型パネルの第一の実施形態を
示す上面図。
FIG. 1 is a top view showing a first embodiment of a mold panel according to the present invention.

【図2】本発明に係わるの第二の実施形態の鋳型パネル
FIG. 2 shows a mold panel according to a second embodiment of the present invention.

【図3】図2の線III−III に沿って見た拡大断
面図。
FIG. 3 is an enlarged sectional view taken along line III-III in FIG. 2;

【図4】本発明に係わる2つの鋳型部品からなる鋳型の
上面図。
FIG. 4 is a top view of a mold consisting of two mold parts according to the invention.

【図5】図2と同様の、本発明に係わる鋳型パネルの別
の実施形態を示す上面図。
5 shows a top view similar to FIG. 2 of another embodiment of a mold panel according to the invention; FIG.

【符号の説明】[Explanation of symbols]

1………鋳型パネル 2………横棒 3………細片 4………縦棒 1……Mold panel 2……Horizontal bar 3……strips 4……Vertical bar

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】  特に細長い梁状基礎用の、少なくとも
一つの開放境界表面および側壁を有する金型を製造する
ために使用する、棒材料および前記棒材料に接続した平
面材料からなる鋳型パネルであって、曲げることができ
、開放境界表面の区域を横切って伸びる複数の平行横棒
(2, 2’, 12) 、および形状保持材料からな
り、側壁の区域で横棒(2, 2’, 12) に固定
された細片(3, 3’, 13) を特徴とする鋳型
パネル。
1. A mold panel consisting of a bar material and a flat material connected to said bar material, used for manufacturing a mold having at least one open boundary surface and side walls, in particular for elongated beam foundations. consisting of a plurality of parallel crossbars (2, 2', 12), which are bendable and extend across the area of the open boundary surface, and of a shape-retaining material, with a plurality of parallel crossbars (2, 2', 12) in the area of the side walls. ) A molded panel featuring strips (3, 3', 13) fixed to.
【請求項2】  形状保持材料がひだ付きの板またはう
ろこ型の板であることを特徴とする請求項1記載の鋳型
パネル。
2. Mold panel according to claim 1, characterized in that the shape-retaining material is a pleated plate or a scale-shaped plate.
【請求項3】  形状保持材料がエキスパンデッドメタ
ル、特にエキスパンデッドメタルの微細網目格子である
ことを特徴とする請求項1記載の鋳型パネル。
3. Mold panel according to claim 1, characterized in that the shape-retaining material is an expanded metal, in particular a fine mesh lattice of expanded metal.
【請求項4】  横棒(2, 2’) が相互に予め決
めた間隔で前記細片(3, 3’) により保持されて
いることを特徴とする請求項1〜3のいずれか1項記載
の鋳型パネル。
4. The method according to claim 1, wherein the crossbars (2, 2') are held by the strips (3, 3') at a predetermined distance from each other. Cast panel as described.
【請求項5】  縦棒(4) が横棒(2, 2’) 
に固定されていることを特徴とする請求項1〜4のいず
れか1項記載の鋳型パネル。
[Claim 5] Vertical bar (4) is horizontal bar (2, 2')
The mold panel according to any one of claims 1 to 4, wherein the mold panel is fixed to a mold panel.
【請求項6】  縦棒(4, 14) が横棒(2, 
2’, 12) の曲り区域に配置してあることを特徴
とする請求項5記載の鋳型パネル。
[Claim 6] The vertical bar (4, 14) is the horizontal bar (2,
6. Mold panel according to claim 5, characterized in that it is arranged in the bend area of 2', 12).
【請求項7】  横棒(2, 2’, 12) および
縦棒(4, 14)が格子の形で相互接続されているこ
とを特徴とする請求項5または6記載の鋳型パネル。
7. Mold panel according to claim 5, characterized in that the horizontal bars (2, 2', 12) and the longitudinal bars (4, 14) are interconnected in the form of a grid.
【請求項8】  開放基部および側壁を有する、特に細
長い梁状基礎を構築するための鋳型用の鋳型構成部品を
製造するための方法であって、曲げることができ、その
基部の区域を横切って伸びる複数の平行横棒に形状保持
材料の細片を固定する固定工程、およびその固定工程の
前、または後に、その横棒が鋳型構成部品の形状を限定
する様に、その横棒を曲げる工程を特徴とする方法。
8. A method for manufacturing a mold component, in particular for a mold for constructing an elongated beam foundation, with an open base and side walls, which can be bent across the area of its base. fixing a strip of shape-retaining material to a plurality of elongated parallel crossbars and, before or after the fixation, bending the crossbars so that they define the shape of the mold component; A method characterized by:
【請求項9】  縦棒が横棒に固定され、細片が横棒に
直接、または縦棒を介して接続されることを特徴とする
請求項8記載の鋳型パネル。
9. Mold panel according to claim 8, characterized in that the vertical bars are fixed to the horizontal bars, and the strips are connected to the horizontal bars directly or via the longitudinal bars.
JP3105308A 1990-05-14 1991-05-10 Mold panel Expired - Fee Related JPH0756172B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9005482.2 1990-05-14
DE9005482U DE9005482U1 (en) 1990-05-14 1990-05-14 Formwork panel

Publications (2)

Publication Number Publication Date
JPH04228773A true JPH04228773A (en) 1992-08-18
JPH0756172B2 JPH0756172B2 (en) 1995-06-14

Family

ID=6853794

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3105308A Expired - Fee Related JPH0756172B2 (en) 1990-05-14 1991-05-10 Mold panel

Country Status (8)

Country Link
EP (1) EP0457167B1 (en)
JP (1) JPH0756172B2 (en)
KR (1) KR100200092B1 (en)
AT (1) ATE94938T1 (en)
AU (1) AU631988B2 (en)
DE (2) DE9005482U1 (en)
DK (1) DK0457167T3 (en)
ES (1) ES2044646T3 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9111725U1 (en) * 1991-09-19 1993-01-28 Fischer, Willibald, 8312 Dingolfing Joint formwork element
DE4442639A1 (en) * 1994-11-30 1996-06-13 Peca Verbundtechnik Formwork element
DE29512391U1 (en) * 1995-08-01 1996-11-28 Fischer, Willibald, 84130 Dingolfing Chimney formwork
DE29512392U1 (en) * 1995-08-01 1996-11-28 Fischer, Willibald, 84130 Dingolfing Stair formwork
DE19604766C1 (en) 1996-02-09 1997-09-04 Willibald Fischer Formwork element
DE19605079C1 (en) * 1996-02-12 1997-09-18 Sven Obernolte Formwork element
EP1241300A1 (en) * 2001-03-15 2002-09-18 Unidek Bouwelementen b.v. Shuttering element for concrete
KR100937822B1 (en) * 2003-08-19 2010-01-20 엘지디스플레이 주식회사 Ion beam irradiation device and the method thereof
DE102004040274A1 (en) 2004-08-19 2006-02-23 Fwr Solutions Gmbh An element
DE202006000143U1 (en) * 2006-01-05 2007-05-16 Quitka Gmbh Foundation formwork has anchor plate(s) attached to base of U-profile transversely with respect to profile protrudes on both sides of profile and with at least one hole in both protruding parts engaged by yokes
FI20176179A1 (en) * 2017-12-28 2019-06-29 Reijo Jokinen Method of producing a foundation mold element

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1003773A (en) * 1947-02-24 1952-03-21 B A C C I Formwork mold for hard concrete
CH459518A (en) * 1966-12-17 1968-07-15 Reising Wolfgang Set of building elements
DE3601882A1 (en) * 1986-01-23 1987-07-30 Peca Verbundtechnik Spacer

Also Published As

Publication number Publication date
ATE94938T1 (en) 1993-10-15
EP0457167A1 (en) 1991-11-21
DE59100396D1 (en) 1993-10-28
JPH0756172B2 (en) 1995-06-14
EP0457167B1 (en) 1993-09-22
KR910020280A (en) 1991-12-19
AU631988B2 (en) 1992-12-10
DK0457167T3 (en) 1993-11-22
KR100200092B1 (en) 1999-06-15
AU7614891A (en) 1991-11-14
ES2044646T3 (en) 1994-01-01
DE9005482U1 (en) 1991-09-12

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