JP3115979B2 - Formwork equipment for shell concrete masonry - Google Patents

Formwork equipment for shell concrete masonry

Info

Publication number
JP3115979B2
JP3115979B2 JP06288532A JP28853294A JP3115979B2 JP 3115979 B2 JP3115979 B2 JP 3115979B2 JP 06288532 A JP06288532 A JP 06288532A JP 28853294 A JP28853294 A JP 28853294A JP 3115979 B2 JP3115979 B2 JP 3115979B2
Authority
JP
Japan
Prior art keywords
separator
base
abdomen
plate
weir plate
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 - Fee Related
Application number
JP06288532A
Other languages
Japanese (ja)
Other versions
JPH07217205A (en
Inventor
ヨーゼフ・ヨスト
Original Assignee
エスタライヒッシェ・ヘラクリス・ゲーエムベーハー
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 エスタライヒッシェ・ヘラクリス・ゲーエムベーハー filed Critical エスタライヒッシェ・ヘラクリス・ゲーエムベーハー
Publication of JPH07217205A publication Critical patent/JPH07217205A/en
Application granted granted Critical
Publication of JP3115979B2 publication Critical patent/JP3115979B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • B08B1/143
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Details Or Accessories Of Spraying Plant Or Apparatus (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は外殻コンクリート組積の
ための型枠装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork apparatus for shell concrete masonry.

【0002】[0002]

【従来の技術】このような、例えば、オーストリア共和
国特許第186397号明細書により公知の型枠装置で
は、高さの異なる少なくとも2つの堰板が互いに間隔を
置いて平行に(かつ垂直方向で相互にずらして)設けら
れて、ワイヤ帯金の形の単数又は複数のセパレータによ
って一緒に保持される。セパレータが一端に2つの横腹
部を有し、該腹部でもってセパレータは一方の堰板の上
稜に装着される。
2. Description of the Prior Art In such a formwork device, for example, from Austrian Patent 186,397, at least two dams of different heights are arranged parallel to one another at a distance from each other (and vertically). And are held together by one or more separators in the form of wire bands. The separator has two abdominal portions at one end, with which the separator is mounted on the upper ridge of one of the dams.

【0003】反対側の端部には単に1つの横腹部が(遊
端から間隔を置いて)設けられており、セパレータはこ
の末端が反対側の堰板に、横腹部が堰板の内面に当接す
るまで挿通される。次にワイヤ帯金の突出端が堰板の外
面で折り曲げられる。
[0003] The opposite end is provided with only one flank (at a distance from the free end), and the separator is provided at the opposite end on the opposite weir plate and the flank on the inner surface of the weir plate. It is inserted until it abuts. Next, the protruding end of the wire band is bent at the outer surface of the weir plate.

【0004】堰板の材質及び厚さに応じてセパレータを
堰板に挿通するのが困難ないし不可能である。いずれに
しても、これはかなりの力及び時間支出と結び付いてい
る。更に挿通は、事実上板を横にしてのみ実現すること
ができ、それに伴う欠点として、セパレータを引き続き
希望する位置で反対側の堰板に装着することができるよ
うに、挿通個所は予め厳密に印を付けられなけれはなら
ない。
[0004] Depending on the material and thickness of the weir plate, it is difficult or impossible to insert the separator through the weir plate. In any case, this is associated with considerable power and time expenditure. Furthermore, the insertion can be realized virtually only with the plate sideways, with the attendant disadvantage that the insertion point is strictly pre-determined so that the separator can be subsequently mounted in the desired position on the opposite weir plate. It must be marked.

【0005】最後に、ワイヤ末端の折り曲げは板の材質
に応じて、板の損傷又は破壊をもたらすこともある。折
り曲げられた部分を平面的に型枠の外壁に置くことに成
功しないと、厳密な位置決めは不可能である。
[0005] Finally, bending of the wire ends can lead to damage or destruction of the plate, depending on the material of the plate. Unless the folded part is successfully placed on the outer wall of the formwork, precise positioning is impossible.

【0006】オーストリア共和国特許第218228号
明細書により公知の、ワイヤからなるセパレータでは、
堰板の内面及び外面にそれぞれ当接する鉛直なワイヤ対
がセパレータの末端に設けられている。ワイヤ対の間隔
は堰板の厚さに応じて、遊びのない固定が可能となるよ
うに選定される。オーストリア共和国特許第21822
8号明細書によれば、セパレータが両側で同一構造の相
対向した板の上稜に装着される。従って堰板とセパレー
タとの固定は縁側でのみ行われる。一層大きな型枠高さ
には、この装置はコンクリートの圧力が堰板の膨らみ又
は折損をもたらすであろうので、適用することができな
い。
[0006] A separator made of wire, known from Austrian Patent 218 228, comprises:
Vertical wire pairs abutting the inner and outer surfaces of the weir plate, respectively, are provided at the ends of the separator. The distance between the wire pairs is selected according to the thickness of the weir plate so as to enable fixing without play. Austrian Patent No. 21822
According to the specification No. 8, separators are mounted on the upper ridges of opposite plates of identical construction on both sides. Therefore, the fixing between the weir plate and the separator is performed only on the edge side. For larger formwork heights, this device is not applicable because the pressure of the concrete will result in bulging or breakage of the dam.

【0007】[0007]

【発明が解決しようとする課題】本発明の課題は、堰板
の積上げが容易となり、構造高さが大きくなっても型枠
体の十分な安定性が確保されているように、外殻コンク
リート組横のための類概念に係わる型枠装置を改良する
ことである。
SUMMARY OF THE INVENTION An object of the present invention is to provide an outer shell concrete so as to facilitate the stacking of the weir plates and to ensure sufficient stability of the formwork even when the structural height is increased. An object of the present invention is to improve a formwork device related to a similar concept for crossing.

【0008】[0008]

【課題を解決するための手段】このために本発明が最も
一般的な実施態様において提供する、外殻コンクリート
組積のための型枠装置は、互いに間隔を置いて平行にず
らして設けられた少なくとも2つの堰板と堰板を結合す
る少なくとも1つのセパレータとからなり、セパレータ
の一方の端部が第1堰板の外稜に嵌着可能であり、又セ
パレータの第2端部が対向した第2堰板に挿通可能かつ
そこで固定可能となったものであって、第2堰板が単数
又は複数のセパレータを受容しかつ固定するために、セ
パレータの数に対応した数の溝孔状開口を備えて構成さ
れている。
For this purpose, the present invention provides in the most general embodiment the formwork devices for shell concrete masonry which are spaced apart from one another in parallel. At least two dam plates and at least one separator for joining the dam plates, one end of the separator can be fitted to the outer ridge of the first dam plate, and the second end of the separator faces. A number of slot-shaped openings corresponding to the number of separators, so that the second weir plate can receive and fix one or a plurality of separators. It is provided with.

【0009】本発明の型枠装置は、外殻コンクリート組
積のための型枠装置であって、互いに間隔を置いて平行
にずらして設けられた少なくとも2つの堰板(10,1
2,12’)と堰板(10,12;12,12’)を結
合する少なくとも1つのセパレータ(18)とからな
り、セパレータの一方の端部(20b)が第1堰板(1
0)の外稜に嵌着可能であり、又セパレータの第2端部
(20a)が対向した第2堰板(12)に挿通可能かつ
そこで固定可能となったものにおいて、第2堰板(1
2,12’)が単数又は複数のセパレータ(18)を受
容しかつ固定するために、セパレータ(18)の数に対
応した数の溝孔状開口(16)を備えて構成されている
ことを特徴とする。
[0009] The formwork apparatus of the present invention is an outer shell concrete assembly.
Formwork device for stacking, spaced apart from each other and parallel
At least two weir plates (10, 1
2,12 ') and dam plate (10,12; 12,12')
At least one separator (18)
And one end (20b) of the separator is the first weir plate (1).
0) and the second end of the separator
(20a) can be inserted into the opposing second dam plate (12) and
Then, in the one that can be fixed, the second weir plate (1
2, 12 ') receive one or more separators (18).
To accommodate and secure the number of separators (18).
It is configured with a corresponding number of slotted openings (16)
It is characterized by the following.

【0010】[0010] 前記型枠装置は、溝孔状開口(単・複)The formwork device has a slot-like opening (single / multiple)
(16)が組付け位置において水平に延びる堰板(1(16) The weir plate (1) extending horizontally at the assembly position
0,12,12’)の外稜に対して平行に延びることが0, 12, 12 ') extending parallel to the outer ridge
可能である。It is possible. 前記溝孔状開口(単・複)(16)が、組The slot-like opening (single / multiple) (16) is
付け位置において水平に延びる堰板(10,12,1Weir plate (10, 12, 1) extending horizontally at the attachment position
2’)の外稜に対して垂直に延びることが可能である。It is possible to extend perpendicular to the outer edge of 2 ').
前記溝孔状開口(単・複)(16)が、セパレータ(1The slot-like opening (single / multiple) (16) is provided with the separator (1).
8)の対応した端部の外寸よりも僅かに大きい横断面積8) a cross-sectional area slightly larger than the outer dimension of the corresponding end
を有する。Having. 前記堰板(10,12,12’)が木毛断熱The weir plate (10, 12, 12 ') is heat insulating
板からなる。Consists of boards.

【0011】[0011] 前記型枠装置は、外殻コンクリート組積のThe formwork device is used for shell concrete masonry.
ための型枠装置であって、互いに間隔を置いて平行にずFormwork device for
らして設けられた少なくとも2つの堰板(10,12,At least two dam plates (10, 12,
12’)と堰板(10,12;12,12’)を結合す12 ') and the weir plate (10, 12; 12, 12')
る少なくとも1つのセパレータ(18)とからなり、セAt least one separator (18).
パレータの一方の端部(20b)が第1堰板(10)のOne end (20b) of the pareta is connected to the first weir plate (10).
外稜に嵌着可能であり、又セパレータの第2端部(20It can be fitted to the outer ridge and the second end of the separator (20
a)が、対向した第2堰板(12)に挿通可能かつそこa) can be inserted through the opposing second weir plate (12) and
で固定可能となったものにおいて、セパレータ(18)In what can be fixed by the separator (18)
が棒状基部(20)からなり、基部の両端部(20a,Consists of a rod-shaped base (20), and both ends (20a,
b)にそれぞれ2つの腹部(22a,22b)が互いにb) two abdominal parts (22a, 22b)
間隔を置いて設けられており、該腹部がそれぞれ相対向The abdomen is opposed to each other
した側で基部(20)に対して垂直に基部から突出してProjecting from the base perpendicular to the base (20) on the side
おり、それぞれ末端側の腹部(20a,b)間の間隔がThe distance between the abdomen (20a, b) on the distal side is
基部(20)との結合点(22c,22c’)の個所Location of connection point (22c, 22c ') with base (20)
で、対応した堰板(10)の厚さ(D)に等しく又はそTo equal or equal the thickness (D) of the corresponding weir plate (10).
れより大きく、又少なくとも1部分(22b’,22And at least one portion (22b ', 22b
b”)ではそれより小さいことを特徴とする。b ″) is characterized by being smaller.

【0012】[0012] 前記型枠装置は、中寄りの腹部(22b)The formwork device includes a middle abdomen (22b).
が湾曲輪郭を有する。Have a curved profile. 前記型枠装置は、それぞれ外側のThe formwork devices are each
腹部(22a)の遊端部(22a’)が、それぞれ対応The free ends (22a ') of the abdomen (22a) correspond to each other
した腹部(22b)から離れる方に折り曲げて構成されBend away from the abdomen (22b)
ている。腹部(22b)が腹部(22a)よりも長く構ing. The abdomen (22b) is longer than the abdomen (22a).
成されている。Has been established.

【0013】[0013] 前記セパレータ(18)の基部(20)Base (20) of the separator (18)
が、中寄りの腹部(22b)間に操作範囲(26)を有Has an operating range (26) between the middle abdomen (22b).
し、前記腹部(22a,22b)が1平面上にある。The abdomen (22a, 22b) is on one plane. Previous
記一端(2,3)の腹部(22a,22b)が他端(2The abdomen (22a, 22b) at one end (2, 3) is
0b)の腹部(22a,22b)に対して垂直に延びて0b) extending perpendicular to the abdomen (22a, 22b)
いる。I have. 前記セパレータ(18)が金属からなり、金属ワThe separator (18) is made of a metal,
イヤからなる。It consists of ears.

【0014】 オーストリア共和国特許第186397号
明細書による先行技術を前提に、本発明の考え方は、単
数又は複数の溝孔状開口を備えた堰板を構成することに
あり、こうして既設の穴が用意され、この穴によって対
応したセパレータが容易に力を加えることなく差込可
能、かつ堰板と鎖錠可能となる。特に本発明による付属
のセパレータについて以下の説明から明らかとなるよう
に、溝孔状開口(単・複)が組付け位置において水平に
延びる堰板の外稜に対して平行に延びていると有利であ
る。
On the premise of the prior art according to Austria Patent 186,397, the idea of the invention consists in constructing a weir plate with one or more slotted openings, so that the existing holes are prepared. With this hole, the corresponding separator can be easily inserted without applying force, and can be locked with the weir plate. In particular, as will be clear from the following description of the associated separator according to the invention, it is advantageous if the slot-like opening (s) extend parallel to the outer ridge of the horizontally extending weir plate at the mounting position. It is.

【0015】 しかし溝孔状開口のあらゆる別の整列も可
能であり、例えば、組付け位置において水平に延びる堰
板の外稜に対して垂直に延ばすことが可能である。セパ
レータを容易にかつ簡単に付属の溝孔状開口に導入する
ことができるようにするために、溝孔状開口はセパレー
タの対応した端部の外寸よりも僅かに大きい横断面積を
有すべきであろう。
[0015] However any other alignment of the slot-like opening are also possible, for example, it is possible to extend perpendicularly to the outer edges of the sheathing board extending horizontally in the assembly position. The slotted opening should have a cross-sectional area slightly larger than the outer dimension of the corresponding end of the separator, so that the separator can be easily and easily introduced into the associated slotted opening Will.

【0016】 堰板内の開口の配列は、その都度の幾何学
条件に依存する。セパレータが載置される一方の堰板
が、セパレータを挿通する反対側の堰板のちょうど半分
の高さを有すると、そのことから開口は当該堰板のちょ
うど半分の高さに設けられることになる。堰板の長さに
応じて、2つ、3つ又はそれ以上の開口が、それぞれ互
いに間隔を置いて設けられる。必ずしもではないが、例
えば型枠装置を更に補剛するために付加的セパレータが
望ましい限り、すべての板に溝孔状開口を設けること
も、本発明に含まれる。
The opening in the weir plate arrangement depends on the geometric conditions of each case. When one of the barrier plates on which the separator is mounted has exactly half the height of the opposite barrier plate through which the separator is inserted, the opening is provided at exactly half the height of the barrier plate. Become. Depending on the length of the weir plate, two, three or more openings are respectively provided at intervals from one another. Although not required, the present invention includes slotted openings in all plates, for example, as long as additional separators are desired to further stiffen the formwork apparatus.

【0017】 1実施態様によれば、堰板は多層板も含め
て木毛断熱板からなる。堰板の他に、並列請求項6に記
載の本発明による型枠装置に含まれた実施態様では、セ
パレータが棒状基部からなり、基部の両端部にそれぞれ
2つの腹部が相互に間隔を置いて設けられており、該腹
部がそれぞれ相対向した側で基部に対して垂直に基部か
ら突出しており、それぞれ末端側の腹部間の間隔が、
(基部との結合点の個所で)、対応した堰板の厚さに等
しく又はそれより大きく、又少なくとも1部分ではそれ
より小さい。
According to one embodiment, the sheathing board consists of wood wool insulation panels, including multi-layer board. In an embodiment included in the formwork apparatus according to the present invention, in addition to the weir plate, the separator comprises a rod-shaped base, and two abdominal parts are provided at both ends of the base at intervals from each other. Are provided, and the abdomen protrudes from the base perpendicularly to the base on opposite sides, respectively, and the distance between the abdomen on the distal side is
(At the point of attachment to the base), equal to or greater than the thickness of the corresponding weir plate, and at least in one part less.

【0018】 セパレータのこの実施態様は、オーストリ
ア共利国特許第218228号明細書に記載されたもの
に類似している。しかしこの先行技術の有利な展開で
は、例えば2つの中寄りの腹部の湾曲輪郭によってセパ
レータと板との間の調心及び元応力が達成され、堰板の
厚さ公差は問題なく補償することができる。つまりそれ
によれば対応した末端側腹部間の最小間隔は付属の堰板
の厚さよりも小さい。
[0018] The embodiment of the separator is similar to that described in Austrian co Toshikuni Patent No. 218,228. However, in an advantageous development of this prior art, the centering and the original stress between the separator and the plate are achieved, for example, by the curved contours of the two middle abdomen, and the thickness tolerance of the weir plate can be compensated without problems. it can. This means that the minimum distance between the corresponding distal abdominal parts is smaller than the thickness of the associated weir plate.

【0019】 該当する腹部の元応力(釣合い)は、同じ
セパレータが厚さの異なる堰板を固定するのにも使用す
ることができるほどに進むことがある。
The original stress of the relevant abdomen (balance) may proceed enough to be the same separator is also used to secure the different sheathing board thicknesses.

【0020】 1実施形態によれば、該当する腹部の遊端
範囲のみが折り曲げられている。選択的に又は同時に、
それぞれ外側の腹部(棒)の遊端部も、外方に折り曲げ
て構成しておくことができ、この場合、折り曲げられた
部分はそれぞれ対応した腹部から離れる方を向く。
According to one embodiment, only the free end extent of the corresponding abdominal is bent. Selectively or simultaneously,
The free ends of the respective outer abdomen (bars) can also be configured to be bent outward, in which case the bent parts face away from the respective abdomen.

【0021】 セパレータのこの実施態様により、以下の
図画説明のなかでなお詳しく説明される組付けが容易と
なる。セパレータは好ましくは金属、例えば金属ワイヤ
からなる。
[0021] In accordance with this embodiment of the separator, assembling is facilitated, which is still fully described among the following drawing description. The separator preferably comprises a metal, for example a metal wire.

【0022】 本発明による型枠装置でもって、公知の型
枠装置に比べて簡単な、しかし効果的な改良が達成され
る。型枠の積上げは、堰板を破損することなく、一層迅
速に行うことができる。対応した堰板間の安定性が高ま
る。これにより、1工程でコンクリートを打設すること
のできる面積の大きな型枠壁を構築することができる。
[0022] with at mold apparatus according to the invention, simple as compared to known mold apparatus, but effective improvement is achieved. The stacking of the forms can be performed more quickly without damaging the dam plate. The stability between corresponding dams is increased. This makes it possible to construct a formwork wall having a large area in which concrete can be poured in one step.

【0023】 本発明のその他の特徴は、従属請求項の特
徴及びその他の出願資料から明らかとなる。
Further features of the invention will become apparent from the features of the dependent claims and other application documents.

【0024】[0024]

【実施例】以下1実施例に基づいて本発明を詳しく説明
する。図1によれば、第1堰板10と第2堰板12が互
いに平行に間隔Aを置いて地面14に公知の仕方で設置
されている。両方の堰板10,12は木毛断熱板であ
る。堰板12が堰板10の2倍の高さであることを認め
ることができる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on one embodiment. According to FIG. 1, a first weir plate 10 and a second weir plate 12 are arranged on a ground 14 in a known manner at a distance A parallel to each other. Both weir plates 10, 12 are wood wool insulation plates. It can be seen that weir plate 12 is twice as high as weir plate 10.

【0025】 堰板12は半分の高さに、3つの溝孔状開
口(長手溝孔)16を有する。堰板10,12を相互に
固定し、かつ型枠装置を更に積上げるための間隔Aを限
定するために、図4に示された種類のセパレータ18が
合計3つ設けられている。各セパレータは棒状基部20
からなる。両端範囲20a,bにそれぞれ2つの腹部2
2a,22bが相互に間隔を置いて設けられており、該
腹部は実質的に基部20に対して垂直に延びて、基部2
0と溶接されている。
The weir plate 12 has three slot-like openings (longitudinal slots) 16 at half height. A total of three separators 18 of the type shown in FIG. 4 are provided in order to fix the dams 10 and 12 to each other and to limit the spacing A for further stacking of the formwork devices. Each separator has a rod-shaped base 20.
Consists of Two abdominal parts 2 in both end ranges 20a, b
2a, 22b are spaced apart from each other, and the abdomen extends substantially perpendicular to the base 20, and
0 is welded.

【0026】 図4が示すように、腹部22a,22bは
基部20の両側に延びている。それぞれ外側の腹部22
aは実質的に直線形状を有する。その遊端部22a’の
みが外方に(対応する腹部22bから離れる方に)折り
曲げられている。腹部22bは湾曲輪郭を有する。2つ
の隣接した腹部22a,22bの結合点22c、22
c’間の間隔は、堰板10,12の厚さDよりも僅かに
大きい。両結合点22c’間の間隔は堰板10,12間
の間隔Aにー致する。
As shown in FIG . 4, the abdomen 22a and 22b extend on both sides of the base 20. Each outer abdomen 22
a has a substantially linear shape. Only its free end 22a 'is bent outward (away from the corresponding abdomen 22b). The abdomen 22b has a curved profile. Joining points 22c, 22 of two adjacent abdomen 22a, 22b
The interval between c ′ is slightly larger than the thickness D of the weir plates 10 and 12. The distance between the two connection points 22c 'is equal to the distance A between the dam plates 10 and 12.

【0027】 各腹部22bの2つの脚部22b’,22
b”は、結合点22c’から出発して、まず湾曲輪郭で
対応した腹部22aの方向に、次に湾曲部分後に逆方向
に延びている。
The two legs 22b of the abdomen 22b ', 22
Starting from the junction 22c ', b "extends in the direction of the abdomen 22a corresponding to the curved contour and then in the opposite direction after the curved portion.

【0028】 第1群の型枠装置の組付け後、セパレータ
18が図4に示されだ図示に対して90゜回された位置
でそれぞれ対応する溝孔状開口16に差し込まれる。溝
孔16の長さは腹部22aの長さよりも大きく、しかし
腹部22bの長さよりも小さい。従ってセパレータ18
を差し込むと、腹部22aは溝孔状開口16に、腹部2
2bが堰板12の内面に当接するまで挿通される。軽く
加圧されてセパレータ18は更に堰板12に通され、こ
れにより、腹部22bのばね腕22b’、22b”、腹
部22aが開口16を完全に通過するまで押し戻され
る。この瞬間にセパレータ18は図4に示された位置へ
と約90゜回して離され、腹部22bのばね作用に基づ
いてセパレータ18が堰板12の両外面に確実に当接す
ることになる。
[0028] After assembly of the mold apparatus of the first group, the separator 18 is inserted into a corresponding groove hole-shaped openings 16 respectively 90 ° turned position relative shown that shown in FIG. The length of the slot 16 is greater than the length of the abdomen 22a, but smaller than the length of the abdomen 22b. Therefore, the separator 18
When the abdomen 22a is inserted, the abdomen 22a
2b is inserted until it contacts the inner surface of the weir plate 12. Lightly pressurized, the separator 18 is further passed through the weir plate 12, whereby the separator 18 is pushed back until the spring arms 22b ', 22b "and the abdomen 22a of the abdomen 22b completely pass through the opening 16. At this moment, the separator 18 is removed. The separator 18 is surely brought into contact with both outer surfaces of the weir plate 12 based on the spring action of the abdomen 22b by being turned about 90 ° to the position shown in FIG.

【0029】 同時にセパレータ18が回されると、セパ
レータの反対側末端で腹部22a,22bは図1で右側
の堰板10に装着され、それぞれその下部は堰板10に
対して、堰板12内でのセパレータ18の固定に基づい
て説明されたのと同様に固定される。折り曲げられた末
端22a’が差込みを容易とする。
[0029] simultaneously separator 18 is rotated, abdominal 22a at the opposite end of the separator, 22b is mounted on the right side of the sheathing board 10 in FIG. 1, against the sheathing board 10 is the bottom respectively, the sheathing board 12 The fixing is carried out in the same manner as described above based on the fixing of the separator 18 in the above. The folded end 22a 'facilitates insertion.

【0030】 セパレータ18の回転を全体として容易と
するために、図4に示されたように、中寄りの腹部22
b間に操作用腹部として役立つ別の横腹部26を設けて
おくことができる。こうして3つのセパレータ18がす
べて堰板10,12間に組付けられた後、堰板10に別
の堰板12’が装着される。これは腹部22a,22b
のそれぞれ上方に自由に突出した部分間に単純に嵌着す
ることによって行われる。
In order to facilitate the rotation of the separator 18 as a whole, as shown in FIG.
Another lateral abdomen 26 can be provided between b to serve as an operating abdomen. After all three separators 18 are assembled between the dam plates 10 and 12, another dam plate 12 'is mounted on the dam plate 10. This is the abdomen 22a, 22b
By simply fitting between the portions that are free to project upwards, respectively.

【0031】 堰板12’はその大きさが堰板12に一致
し、やはり3つの溝孔状開口16を有する。堰板12に
対する堰板12’の固定は先に述べられたように、堰板
10,12間の固着と同様に行われる。こうしてほぼ任
意の寸法の型枠体を達成することができ、引き続きこれ
にコンクリートが打設されることは明らかである。
The weir plate 12 'has the same size as the weir plate 12 and also has three slot-like openings 16. The fixing of the weir plate 12 'to the weir plate 12 is performed in the same manner as the fixing between the weir plates 10 and 12, as described above. Obviously, a form body of almost any size can be achieved, in which concrete is subsequently poured.

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

【図1】 第1群の堰板で積上げられた本発明による型
枠装置の縦断面図である。
FIG. 1 is a longitudinal sectional view of a formwork device according to the present invention stacked on a first group of weir plates.

【図2】 第2群の堰板で積上げられた本発明による型
枠装置の縦断面図である。
FIG. 2 is a longitudinal sectional view of a formwork device according to the present invention stacked on a second group of weir plates.

【図3】 本発明による堰板の平面図である。FIG. 3 is a plan view of a weir plate according to the present invention.

【図4】 本発明によるセパレータの側面図である。FIG. 4 is a side view of a separator according to the present invention.

【符号の説明】[Explanation of symbols]

10,12,12’堰板 16 溝孔状開口 18 セパレータ 20a,20b 端部 10, 12, 12 'weir plate 16 slot-shaped opening 18 separator 20a, 20b end

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04G 17/06 - 17/065 E04G 17/14 E04G 9/00 E02D 17/20 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 7 , DB name) E04G 17/06-17/065 E04G 17/14 E04G 9/00 E02D 17/20

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 外殻コンクリート組積のための型枠装
置であって、互いに間隔を置いて平行にずらして設けら
れた少なくとも2つの堰板(10,12,12’)と堰
板(10,12;12,12’)を結合する少なくとも
1つのセパレータ(18)とからなり、セパレータの一
方の端部(20b)が第1堰板(10)の外稜に嵌着可
能であり、又セパレータの第2端部(20a)が対向し
た第2堰板(12)に挿通可能かつそこで固定可能とな
ったものにおいて、第2堰板(12,12’)に単数又
は複数のセパレータ(18)を挿入し、回転させた後、
第2堰板(12,12’)が単数又は複数のセパレータ
(18)を受容しかつ固定するため、セパレータ(1
8)の数に対応した数の溝孔状開口(16)を備えて構
成され、セパレータ(18)が棒状基部(20)からな
り、基部の両端部(20a,b)にそれぞれ2つの腹部
(22a,22b)が互いに間隔を置いて設けられてお
り、該腹部がそれぞれ相対向した側で基部(20)に対
して垂直に基部から突出していることを特徴とする型枠
装置。
1. A formwork apparatus for shell concrete masonry, comprising at least two weir plates (10, 12, 12 ') spaced apart from each other and parallel to each other. , 12; 12, 12 '), and one end (20b) of the separator can be fitted to the outer ridge of the first dam plate (10); in what second end of the separator (20a) becomes possible and therefore securable inserted into a second weir plate that faces (12), singular also the second barrier plate (12, 12 ')
After inserting a plurality of separators (18) and rotating them,
The second barrier plate (12, 12 ') of one or more separators (18) for receive and fix the separator (1
8) is configured with a number of grooves hole-shaped opening which corresponds to the number of (16), a separator (18) is rod-shaped base portion (20) Tona
Two abdominal parts at each end (20a, b) of the base
(22a, 22b) are spaced from each other
The abdomen is opposed to the base (20) on opposite sides.
A formwork device vertically projecting from a base .
【請求項2】 外殻コンクリート組積のための型枠装
置であって、互いに間隔を置いて平行にずらして設けら
れた少なくとも2つの堰板(10,12,12’)と堰
板(10,12;12,12’)を結合する少なくとも
1つのセパレータ(18)とからなり、セパレータの一
方の端部(20b)が第1堰板(10)の外稜に嵌着可
能であり、又セパレータの第2端部(20a)が、対向
した第2堰板(12)に挿通可能かつそこで固定可能と
なったものにおいて、セパレータ(18)が棒状基部
(20)からなり、基部の両端部(20a,b)にそれ
ぞれ2つの腹部(22a,22b)が互いに間隔を置い
て設けられており、該腹部がそれぞれ相対向した側で基
部(20)に対して垂直に基部から突出しており、それ
ぞれ末端側の腹部(20a,b)間の間隔が基部(2
0)との結合点(22c,22c’)の個所で、対応し
た堰板(10)の厚さ(D)に等しく又はそれより大き
く、又少なくとも1部分(22b’,22b”)ではそ
れより小さいことを特徴とする型枠装置。
2. A formwork device for masonry concrete masonry, comprising at least two weir plates (10, 12, 12 ') spaced apart from one another in parallel. , 12; 12, 12 '), and one end (20b) of the separator can be fitted to the outer ridge of the first dam plate (10); The separator (18) comprises a rod-shaped base (20), wherein the second end (20a) of the separator can be inserted into and fixed to the opposing second dam plate (12). (20a, b) are each provided with two abdominal parts (22a, 22b) spaced apart from each other, and the abdominal parts protrude from the base perpendicularly to the base (20) on opposite sides, The distal abdomen (20a b) the distance between the base part (2
0) at the point of connection (22c, 22c ') equal to or greater than the thickness (D) of the corresponding weir plate (10) and at least in one part (22b', 22b "). A formwork device characterized by being small.
JP06288532A 1993-10-22 1994-10-18 Formwork equipment for shell concrete masonry Expired - Fee Related JP3115979B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4336157A DE4336157C3 (en) 1993-10-22 1993-10-22 Formwork system for masonry masonry
DE4336157.9 1993-10-22

Publications (2)

Publication Number Publication Date
JPH07217205A JPH07217205A (en) 1995-08-15
JP3115979B2 true JP3115979B2 (en) 2000-12-11

Family

ID=6500828

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06288532A Expired - Fee Related JP3115979B2 (en) 1993-10-22 1994-10-18 Formwork equipment for shell concrete masonry

Country Status (14)

Country Link
JP (1) JP3115979B2 (en)
CN (1) CN1108342A (en)
AT (1) AT408364B (en)
BE (1) BE1008860A5 (en)
CH (1) CH689232A5 (en)
CZ (1) CZ282370B6 (en)
DE (1) DE4336157C3 (en)
FR (1) FR2711706B1 (en)
GR (1) GR1002390B (en)
HU (1) HU213704B (en)
IT (1) IT1271023B (en)
NL (1) NL9401734A (en)
PL (1) PL177293B1 (en)
SK (1) SK280154B6 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202013001491U1 (en) * 2013-02-18 2013-03-15 Holzmann Gmbh & Co. Kg connecting element

Family Cites Families (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT186397B (en) * 1954-11-20 1956-08-10 Franz Dipl Ing Kirchner Process for the production of infill concrete masonry and spacers for this
BE542144A (en) * 1954-11-20
AT218228B (en) * 1958-08-28 1961-11-27 Velox Holzverwertung Spacers for formwork panels made of wire
DE1400852B1 (en) * 1963-10-26 1970-03-26 Jllinois Tool Works Inc Fastener
AT292268B (en) * 1968-11-25 1971-08-25 Josef Moessler Device to support the lost shuttering panels when erecting bulk masonry
DE2065640B2 (en) * 1970-11-13 1976-02-19 Ausscheidung aus: 20 55 915 Prümm, Anton, 5000 Köln Spacer for a concrete wall
DE2152422A1 (en) * 1970-12-10 1972-06-29 Franz Moessler Spacers made of round iron, wire or the like for formwork panels
AT324637B (en) * 1971-08-31 1975-09-10 Oesterr Amerikan Magnesit PROCESS FOR THE PRODUCTION OF A CASED CONCRETE STRUCTURE WITH INCREASED THERMAL AND SOUND INSULATION
CH527653A (en) * 1971-12-13 1972-09-15 Sonderegger Emil Cleaning device
AT316845B (en) * 1972-09-21 1974-07-25 Josef Moessler Device for supporting the formwork panels of bulk masonry
AU520854B2 (en) * 1975-02-10 1982-03-04 Centex (Aust) Pty. Ltd. Building concrete walls
US4034950A (en) * 1975-10-14 1977-07-12 Powell John M Form tie
DE2547145C3 (en) * 1975-10-21 1982-01-07 Dämm - u. System - Bau GmbH, 7889 Grenzach-Wyhlen Clad concrete wall
GB1598237A (en) * 1978-03-22 1981-09-16 Stones H B Formwork for cementitious material
DE2820725C3 (en) * 1978-05-12 1981-10-08 Helmut 3016 Seelze Laue Clamping device for spaced opposing formwork walls
AT354686B (en) * 1978-08-09 1980-01-25 Kirchner Franz Dipl Ing SPACERS
US4657462A (en) * 1985-08-08 1987-04-14 Simmons Fastener Corporation Quarter-turn fastener
DE3617101A1 (en) * 1986-05-21 1987-10-15 Bayerische Motoren Werke Ag Fastening of a sheet-like structural part on an underlying part
US4765109A (en) * 1987-09-25 1988-08-23 Boeshart Patrick E Adjustable tie
US4938449A (en) * 1989-02-13 1990-07-03 Boeshart Patrick E Tie for concrete forms
US4936540A (en) * 1989-02-13 1990-06-26 Boeshart Patrick E Tie for concrete forms
ES2076375T3 (en) * 1989-10-13 1995-11-01 Douglas Macleod Beames CONSTRUCTION OF BUILDING WALLS.

Also Published As

Publication number Publication date
PL177293B1 (en) 1999-10-29
FR2711706A1 (en) 1995-05-05
NL9401734A (en) 1995-05-16
IT1271023B (en) 1997-05-26
FR2711706B1 (en) 1997-01-03
CZ247494A3 (en) 1995-09-13
BE1008860A5 (en) 1996-08-06
ATA187094A (en) 1996-12-15
CN1108342A (en) 1995-09-13
ITMI942150A0 (en) 1994-10-20
SK124394A3 (en) 1996-04-03
DE4336157C2 (en) 1995-08-31
PL305478A1 (en) 1995-05-02
SK280154B6 (en) 1999-09-10
DE4336157A1 (en) 1995-05-04
GR1002390B (en) 1996-07-04
AT408364B (en) 2001-11-26
CH689232A5 (en) 1998-12-31
CZ282370B6 (en) 1997-07-16
HU213704B (en) 1997-09-29
ITMI942150A1 (en) 1996-04-20
JPH07217205A (en) 1995-08-15
DE4336157C3 (en) 2000-01-27
GR940100441A (en) 1995-06-30
HUT73118A (en) 1996-06-28

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