JPH0144678Y2 - - Google Patents

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Publication number
JPH0144678Y2
JPH0144678Y2 JP4760483U JP4760483U JPH0144678Y2 JP H0144678 Y2 JPH0144678 Y2 JP H0144678Y2 JP 4760483 U JP4760483 U JP 4760483U JP 4760483 U JP4760483 U JP 4760483U JP H0144678 Y2 JPH0144678 Y2 JP H0144678Y2
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JP
Japan
Prior art keywords
foundation
formwork
ground beam
piece
foundation formwork
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
Application number
JP4760483U
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Japanese (ja)
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JPS59156936U (en
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Priority to JP4760483U priority Critical patent/JPS59156936U/en
Publication of JPS59156936U publication Critical patent/JPS59156936U/en
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Publication of JPH0144678Y2 publication Critical patent/JPH0144678Y2/ja
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Description

【考案の詳細な説明】 〔技術分野〕 本考案は、第1、第2の基礎型枠片を具え、地
中梁と、該地中梁上方に架け渡される地上梁との
間に、精度よくかつ能率よく布基礎を形成しうる
基礎型枠に関する。
[Detailed Description of the Invention] [Technical Field] The present invention is provided with first and second foundation formwork pieces, and the accuracy is maintained between an underground beam and an above-ground beam spanned above the underground beam. This invention relates to a foundation formwork that can form a cloth foundation well and efficiently.

〔背景技術〕[Background technology]

地中梁に鋼製の柱を立設しかつ該柱間に、建物
の壁体を受ける土台を形成する地上梁を予め架設
したうえ、地中梁と地上梁とを結びかつ上面が地
上梁の上面と略同一高さの布基礎を形成すること
により、柱の下端部を埋設すると同時に地上梁を
布基礎に密着させることによつて、架構体の剛性
を向上するとともに架構体の建方作業を能率化す
ることが行われている。しかしこのような布基礎
には、ときに地上梁に直交して該地上梁の下端で
一部が途切れる途切れ部を形成することが必要と
なる場合がある。このようなとき、従来、地上梁
下面と地中梁との間をあり合わせ材を用いて仕切
り、又地上梁が溝形材、又はH形鋼であつてその
側部に凹部を有する場合には、その都度ありあわ
せの仕切り板を作成して遮蔽していたが、かかる
作業は極めて手間を要し又あり合わせ木材片を用
いて現場合わせにて組立てるため高精度な基礎型
枠の形成が困難であり、経済性にも劣るものであ
つた。
Steel columns are erected on underground beams, and above-ground beams that form the foundation for receiving the walls of the building are erected between the columns in advance. By forming a fabric foundation that is approximately the same height as the top surface, the lower ends of the columns are buried, and at the same time, the above-ground beams are brought into close contact with the fabric foundation, which improves the rigidity of the frame structure and improves the construction method of the frame structure. Work is being streamlined. However, in such a cloth foundation, it is sometimes necessary to form a discontinuous part that is perpendicular to the above-ground beam and partially interrupted at the lower end of the above-ground beam. In such cases, conventional methods have been used to partition the lower surface of the above-ground beam and the underground beam using a piece of material, or when the above-ground beam is a channel member or H-beam with a recess on its side. However, this work was extremely time-consuming and difficult to form a highly accurate foundation formwork because it was assembled on-site using made-up wood pieces. Therefore, it was also inferior in economic efficiency.

〔考案の目的〕[Purpose of invention]

本考案は、第1、第2の基礎型枠片を具え、前
記した一部に途切れ部を有する布基礎をも便宜に
かつ高精度に組立てうる経済性に優れた基礎型枠
の提供を目的としている。
The object of the present invention is to provide an economical foundation formwork that is equipped with first and second foundation formwork pieces and can be assembled conveniently and with high precision even on a cloth foundation having a discontinuous portion as described above. It is said that

〔考案の開示〕[Disclosure of invention]

以下本考案の基礎型枠1が、柱Cを立設した地
中梁2のコーナ部に布基礎4を形成するのに使用
された場合を例にとりその一実施例を図面に基づ
き説明する。
An embodiment of the foundation formwork 1 of the present invention will be described below with reference to the drawings, taking as an example a case where the foundation formwork 1 of the present invention is used to form a cloth foundation 4 at the corner of an underground beam 2 on which columns C are erected.

図において基礎型枠1は、第1の基礎型枠片1
1A,11Bと第2の基礎型枠片12とを具え、
前記第1の基礎型枠片11Aと、第1の基礎型枠
片11Bとは勝手違いに形成されるとともに、本
実施例では、第1、第2の基礎型枠片11A,1
1B,12に加えて、第3の基礎型枠片13、第
4の基礎型枠片14および勝手違いの第5の基礎
型枠片15A,15Bさらに必要により第6の基
礎型枠片16が用いられ、ともに鋼板からなり、
かつそれらの一面は、コンクリートと接する平坦
な成形面に形成する。
In the figure, the foundation formwork 1 is the first foundation formwork piece 1
1A, 11B and a second foundation formwork piece 12,
The first foundation formwork piece 11A and the first foundation formwork piece 11B are formed oppositely, and in this embodiment, the first and second foundation formwork pieces 11A, 1
In addition to 1B and 12, a third foundation formwork piece 13, a fourth foundation formwork piece 14, and a fifth foundation formwork piece 15A and 15B, which are opposite to each other, and a sixth foundation formwork piece 16 as necessary. Both are made of steel plate,
And one side of them is formed into a flat molding surface that comes into contact with the concrete.

前記柱Cは、例えばH形鋼からなり、前記地中
梁2のコーナ部にそのベース板21をボルト止め
することにより立設され、又柱Cは、第7図に示
すごとく、地中梁2の一方の片2aに下端を固定
するステ22によつて補強される、該ステ22は
片2aに向かう突片23を有し該突片23によ
り、H形鋼からなり片2aに沿いその上方にのび
る地上梁3aを継ぎ板24を介しボルト止め、固
定しており、従つて該地上梁3aは、その両側部
a,bに、上下のフランジとウエブとにより囲ま
れる凹部26a,26bを形成する、又柱Cの他
の面には、地中梁2の他の片2bに沿いその上方
でのびる地上梁3aと同寸の他の地上梁3bを、
柱Cに固定する支持板25により前記地上梁3a
と同高さに固定している。
The column C is made of, for example, H-beam steel, and is erected by bolting the base plate 21 to the corner part of the underground beam 2, and the column C is made of an underground beam as shown in FIG. The stay 22 is reinforced by a stay 22 whose lower end is fixed to one piece 2a of the second piece 2. The stay 22 has a protruding piece 23 facing towards the piece 2a. A ground beam 3a extending upward is bolted and fixed via a joint plate 24, and therefore, the ground beam 3a has recesses 26a and 26b surrounded by upper and lower flanges and webs on both sides a and b. Also, on the other side of the column C, there is another ground beam 3b of the same size as the ground beam 3a extending along and above the other piece 2b of the underground beam 2.
The ground beam 3a is fixed to the pillar C by the support plate 25.
It is fixed at the same height.

第1の基礎型枠片11A,11Bは、ともに矩
形の第1の面部31、第2の面部32および第3
の面部33を有する。第1の面部31は、該第1
の基礎型枠片11A,11Bが地中梁2に設置さ
れることによつて、その上端が地上梁3(地上梁
3a,3bを合わせて地上梁3と総称する)の下
面に近接しうる高さを有し、かつ本実施例では、
地上梁3と同方向に延設される。
The first foundation formwork pieces 11A and 11B each have a first surface portion 31, a second surface portion 32, and a third surface portion that are rectangular.
It has a surface portion 33 of. The first surface portion 31
By installing the foundation formwork pieces 11A and 11B on the underground beam 2, their upper ends can be close to the lower surface of the above ground beam 3 (the above ground beams 3a and 3b are collectively referred to as the above ground beam 3). has a height, and in this example,
It extends in the same direction as the ground beam 3.

第2の面部32は、その上端が地上梁3aの上
面と略同高さの、第1の面部31よりも高い背丈
を有して、第1の面部31の一端に直角に形成さ
れ、又その交わり部には、上端が第1の面部31
と同高さかつ地上梁3と同巾の切欠部27が設け
られ、第1の面部31が地上梁3aの一方の側部
b外縁に沿い平行にその下方でかつ地中梁2の片
2a上面に配される。これによつて、切欠部27
の下縁が地上梁3下面に略接して該地上梁3下方
を通りかつ切欠部の垂直な一縁cは地上梁3aの
内方即ち他方の側部aに沿い立上がり、しかも第
2の面部32は、前記他方の側部aをこえて突出
する。第3の面部33は、第2の面部32の他縁
に、第1の面部31とは異なる方向に折曲げ形成
することにより、第1の基礎型枠片11A,11
Bは水平断面略Z字状をなし、又第1の基礎型枠
片11A,11Bは、第1の面部31の異なる端
縁から第2の面部32を形成することによつて、
勝手違いに形成される。なお第1の基礎型枠片1
1A,11Bは、鋼板を折曲げ、第1,第2,第
3の面部31,32,33を形成するとともに、
その上下端には前記切欠部27の上端を除き外向
きに折り曲がるフランジ41,42を設ける一
方、第1の面部31と、第3の面部33の各外端
にはフランジ41,42を連結し、かつクリツプ
穴43を透設する端板44,45を取付ける。又
端板44には、第4図に例示するごとく、向き合
う2つの端板44,45をその傾動とともに挟着
しうる鈎杆46を摺動軸47に溶着したU字クリ
ツプ49を取付ける保持板50が平行に溶着され
る。
The second surface portion 32 has an upper end that is approximately the same height as the upper surface of the ground beam 3a, has a height higher than the first surface portion 31, and is formed perpendicularly to one end of the first surface portion 31. The intersection part has a first surface part 31 at the upper end.
A notch 27 having the same height and the same width as the above-ground beam 3 is provided, and the first surface 31 is parallel to and below the outer edge of one side b of the above-ground beam 3a, and is located below the piece 2a of the underground beam 2. placed on the top. With this, the notch 27
The lower edge of the notch passes below the ground beam 3 in substantially contact with the lower surface of the ground beam 3, and one vertical edge c of the notch rises along the inside of the ground beam 3a, that is, the other side a, and the second surface 32 projects beyond the other side a. The third surface portion 33 is formed by bending the other edge of the second surface portion 32 in a direction different from that of the first surface portion 31, so that the third surface portion 33 can
B has a substantially Z-shaped horizontal cross section, and the first base formwork pieces 11A, 11B form the second surface portion 32 from different edges of the first surface portion 31, so that
Formed randomly. Note that the first foundation formwork piece 1
1A and 11B bend the steel plate to form the first, second, and third surface portions 31, 32, and 33,
At its upper and lower ends, flanges 41 and 42 are provided which are bent outward except for the upper end of the notch 27, while flanges 41 and 42 are connected to the outer ends of the first surface 31 and the third surface 33, respectively. Then, the end plates 44 and 45, which have the clip holes 43 therethrough, are attached. Also, on the end plate 44, as illustrated in FIG. 4, there is a holding plate to which a U-shaped clip 49 is attached, which has a hook rod 46 welded to a sliding shaft 47, which can clamp the two end plates 44, 45 facing each other as they tilt. 50 are welded in parallel.

第2の基礎型枠片12は、ウエブ51の上下に
フランジ52,53を設けた溝形片であり、フラ
ンジ52,53外面間の高さは、前記凹部26
a,26b間の高さと略等しい寸度を有し、又該
凹部26a,26bの奥行き寸度よりも長い巾寸
度を有する。その結果、前記一縁cが側部aに沿
うごとく取付けた第1の基礎型枠片11A,11
Bの該一縁cに、その先端部を突出させ取付ける
ことにより、該先端部は前記凹部26a内に突出
し、該凹部26aを遮りうる。なお該第2の基礎
型枠片12は、固定具10を用いて、そのフラン
ジ52を、第2の面部32のフランジ41に固定
される。該固定具10は、下片に、上方に向く突
起54を設けたコ字状の基枠55の上片に垂直に
進退するネジ軸56を設けており、前記突起54
と、ネジ軸56との間でフランジ41,52を挟
着することによつて第2の基礎型枠片12を固定
できる。
The second basic form piece 12 is a groove-shaped piece in which flanges 52 and 53 are provided on the upper and lower sides of a web 51, and the height between the outer surfaces of the flanges 52 and 53 is equal to the height of the recess 26.
The recesses 26a and 26b have a width that is substantially equal to the height between the recesses 26a and 26b, and a width that is longer than the depth of the recesses 26a and 26b. As a result, the first foundation formwork pieces 11A, 11 are attached so that the edge c runs along the side part a.
By attaching the distal end thereof to the edge c of B so as to protrude, the distal end thereof can protrude into the recess 26a and block the recess 26a. Note that the second base formwork piece 12 is fixed at its flange 52 to the flange 41 of the second surface portion 32 using the fixture 10. The fixture 10 is provided with a screw shaft 56 that advances and retreats perpendicularly to the upper part of a U-shaped base frame 55 provided with an upwardly facing protrusion 54 on the lower part.
By sandwiching the flanges 41 and 52 between the screw shaft 56 and the screw shaft 56, the second foundation formwork piece 12 can be fixed.

前記第3の基礎型枠片13は、第1の基礎型枠
片11A,12Aの第1の面部31と同高さの矩
形状をなし、又第4の基礎型枠片14は、その第
3の面部33と同高さの矩形板状に形成され、第
3、第4の基礎型枠片13,14には、同様にフ
ランジ41,42と、U字クリツプ49を有する
保持板50と、端板44,45とが設けられ、又
第4の基礎型枠片14には補強板57がその巾方
向中間位置に設けられる。
The third foundation formwork piece 13 has a rectangular shape with the same height as the first surface portion 31 of the first foundation formwork pieces 11A, 12A, and the fourth foundation formwork piece 14 has a The third and fourth foundation formwork pieces 13 and 14 are each provided with a retaining plate 50 having flanges 41 and 42 and a U-shaped clip 49. , end plates 44, 45 are provided, and a reinforcing plate 57 is provided on the fourth base form piece 14 at an intermediate position in the width direction thereof.

第5の基礎型枠片15A,15Bは、前記第1
の面部31と同寸度の第4の面部34に、第2の
面部32と同高さの第5の面部35を設けてお
り、又切欠部29を具えるとともに、該第5の面
部35の一縁dは、前記切欠部29が地上梁3と
同巾を有することにより、第4の面部34が地上
梁3bの側部b外縁に沿い平行に配されることに
より、内の側部aに向かいかつ近接して立上が
る。なお第5の基礎型枠片15A,15Bにもそ
の各端縁に端板44,45、およびU字クリツプ
49を設ける保持板50が取付けられ、又第4、
第5の面部34,35の上下端には、切欠部29
を残してフランジ41,42が形設される。
The fifth foundation formwork pieces 15A, 15B are
A fifth surface portion 35 having the same height as the second surface portion 32 is provided on the fourth surface portion 34 having the same dimensions as the surface portion 31 , and is provided with a cutout portion 29 . One edge d has the same width as the above-mentioned notch 29 and the above-ground beam 3, and the fourth surface 34 is disposed parallel to the outer edge of the side b of the above-ground beam 3b. Stand up facing and close to a. Note that a holding plate 50 having end plates 44, 45 and a U-shaped clip 49 on each edge thereof is also attached to the fifth basic formwork pieces 15A, 15B, and the fourth,
Notches 29 are provided at the upper and lower ends of the fifth surface portions 34 and 35.
The flanges 41 and 42 are formed, leaving only .

第6の基礎型枠片16は、第2の面部32と同
高さを有しかつ上端中央に地上梁3を嵌入しうる
切欠部59を設けた第6の面部36の両側縁に、
小巾かつ同高さの第6の面部37,37を設けて
おり、同様にフランジ41,42を設けるととも
に端板44,45、保持板50が付設される。
The sixth foundation formwork piece 16 has the same height as the second surface 32 and has a notch 59 in the center of the upper end into which the ground beam 3 can be inserted.
Sixth surface portions 37, 37 having a small width and the same height are provided, flanges 41, 42 are similarly provided, and end plates 44, 45 and a retaining plate 50 are attached.

従つて第5図左方および第6図に示すように、
柱Cの地上梁3a側で該地上梁3aの両側に跨り
かつ前記ステ22の外端部分で途切れる布基礎部
4aと、それに連続しかつ地上梁3aの側部b側
でのみ立上がる布基礎部4bと、地上梁3bの側
部b側に設ける布基礎部4cからなる布基礎4を
形成するには、第1の基礎型枠片11Aの第1の
面部31を、地上梁3aの側部b外縁に沿わせて
位置させかつ第2の面部32の切欠部27が地上
梁3a下方を横切るごとく取付けることにより、
前記ごとく第2の面部32の一縁cに沿つてかつ
該側部aと交わるごとく第2の面部32が立上が
り、かつ前記固定具10を用いて、凹部26aを
遮るごとく第2の基礎型枠片12を取付ける。又
地上梁3bの下面に、第5の基礎型枠片15Aの
第4の面部34を、その側部b外縁に沿わせて配
しかつ側部aに向き合う一縁dに、第2の基礎型
枠片12を取付け、その凹部26aを遮る。なお
地中梁2の外周には例えば第4の基礎型枠片14
…を連設することによつて外方の枠部分を形成で
き従つてコンクリートを打設することにより、地
上梁3の上面と同高さのかつ布基礎部分4a,4
b,4cとからなる布基礎4を形成できる。なお
第5図の右方で示す、第6図の場合とは対照な布
基礎4を形成するには、第1、第2、第3、第
4、第5の基礎型枠片11B,13,14,15
Bを用いるとともに、第5図右下方に示すよう
に、地中梁3b下方で完全に途切れる途切れ部を
有する布基礎4を形成する際には、第3図に例示
した第6の基礎型枠片16を採用することにより
形成できる。
Therefore, as shown on the left side of Figure 5 and in Figure 6,
A cloth foundation part 4a that straddles both sides of the above-ground beam 3a on the above-ground beam 3a side of the column C and is interrupted at the outer end portion of the stay 22, and a cloth foundation that continues therefrom and rises only on the side b side of the above-ground beam 3a. 4b and a cloth foundation 4c provided on the side b side of the above-ground beam 3b, the first surface 31 of the first foundation formwork piece 11A is placed on the side of the above-ground beam 3a. By positioning it along the outer edge of part b and installing it so that the notch 27 of the second surface part 32 crosses the lower part of the ground beam 3a,
As described above, the second surface portion 32 rises along one edge c of the second surface portion 32 and intersects with the side portion a, and using the fixture 10, the second foundation formwork is installed so as to block the recess 26a. Attach piece 12. In addition, the fourth surface part 34 of the fifth foundation formwork piece 15A is arranged on the lower surface of the ground beam 3b along the outer edge of the side part b, and the second foundation is placed on one edge d facing the side part a. A formwork piece 12 is attached to block the recess 26a. For example, a fourth foundation formwork piece 14 is provided on the outer periphery of the underground beam 2.
... can be formed in a row to form an outer frame portion, and by pouring concrete, the cloth foundation portions 4a, 4, which are at the same height as the upper surface of the above-ground beam 3, can be formed.
A cloth foundation 4 consisting of b and 4c can be formed. Note that in order to form the cloth foundation 4 shown on the right side of FIG. 5, which is in contrast to the case of FIG. 6, first, second, third, fourth, and fifth foundation formwork pieces 11B, 13 ,14,15
In addition to using B, when forming a cloth foundation 4 having a discontinuous part completely discontinued below the underground beam 3b as shown in the lower right of Fig. 5, the sixth foundation form illustrated in Fig. 3 is used. It can be formed by adopting the piece 16.

〔考案の効果〕[Effect of idea]

このように本考案の基礎型枠は第1、第2の基
礎型枠片を有し、地上梁の側部に凹部がある場合
にも、該凹部からのコンクリートの流出を防止で
き、地上梁上面に達する背丈の高い布基礎を容易
に形成させうる。又第1、第2の基礎型枠片は予
めユニツトとして形成されることにより、従来の
あり合わせ材に用いる場合に比べて組立てが容易
かつ高精度となり、型組作業の能率化とコストを
低下し、さらには工期を短縮しうるとともに、形
成される布基礎精度の大幅な向上が可能となる等
多大の効果を奏しうる。なお本考案の基礎型枠に
おいて、第1、第2の基礎型枠片を固定する固定
具として、前記実施例のものの他、バネにより近
接する押片を具えるクリツプ状のものを採用する
等、本考案の基礎型枠は種々な態様のものに変形
できる。
In this way, the foundation formwork of the present invention has the first and second foundation formwork pieces, and even if there is a recess on the side of the above-ground beam, it is possible to prevent concrete from flowing out from the recess, and the above-ground beam A tall cloth foundation reaching the top surface can be easily formed. In addition, since the first and second foundation formwork pieces are formed as a unit in advance, they can be assembled more easily and with higher precision than when they are used as conventional materials, increasing the efficiency of mold-assembly work and reducing costs. Furthermore, it is possible to shorten the construction period and to greatly improve the precision of the fabric foundation to be formed. In addition, in the basic formwork of the present invention, as the fixture for fixing the first and second basic form pieces, in addition to the one in the above embodiment, a clip-like type having a pusher piece brought close by a spring may be adopted. The basic formwork of the present invention can be modified into various forms.

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

第1〜2図は本考案の一実施例を、他の基礎型
枠片とともに例示する斜視図、第3図は本考案の
基礎型枠で採用しうる他の基礎型枠片を例示する
斜視図、第4図はU字クリツプを例示する斜視
図、第5図は本考案の基礎型枠の使用を例示する
線図、第6図はその使用状態を示す斜視図、第7
図は本考案の基礎型枠が採用される架構体を例示
する斜視図である。 2……地中梁、3,3a,3b……地上梁、4
……布基礎、11A,11B……第1の基礎型枠
片、12……第2の基礎型枠片、26a,26b
……凹部、31……第1の面部、32……第2の
面部、33……第3の面部、a,b……側部、c
……一縁。
Figures 1 and 2 are perspective views illustrating an embodiment of the present invention together with other foundation formwork pieces, and Figure 3 is a perspective view illustrating other foundation formwork pieces that can be employed in the foundation formwork of the present invention. 4 is a perspective view illustrating a U-shaped clip, FIG. 5 is a line diagram illustrating the use of the basic formwork of the present invention, FIG. 6 is a perspective view showing its usage, and FIG.
The figure is a perspective view illustrating a frame structure in which the basic formwork of the present invention is adopted. 2... Underground beam, 3, 3a, 3b... Ground beam, 4
...Cloth foundation, 11A, 11B...First foundation formwork piece, 12...Second foundation formwork piece, 26a, 26b
... recess, 31 ... first surface, 32 ... second surface, 33 ... third surface, a, b ... side, c
...A connection.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地中梁の上方に架け渡されかつ側部に凹部を設
けた地上梁と、前記地中梁とを結ぶ布基礎を形成
するための基礎型枠であつて、地上梁の上面にか
つ地上梁と平行しかも地上梁の一方の側部に沿つ
てその下方に配されるとともに前記地上梁の下面
に上端が近接する高さを有する第1の面部と、第
1の面部よりも背丈が大かつ前記第1の面部の一
端に該第1の面部と直角に形成されることにより
地上梁の下方を通りかつ該地上梁の他方の側部を
こえて突出ししかも地上梁の下方部分に前記他方
の側部に沿つて立上がる一縁を有する切欠部を設
けた第2の面部とを具える第1の基礎型枠片と、
該第1の基礎型枠片に固定できかつ第2の面部の
前記切欠部の前記一縁から地上梁の前記他方の側
部の前記凹部に向かつてのび該凹部を遮る第2の
基礎型枠片とを具えてなる基礎型枠。
A foundation formwork for forming a cloth foundation that connects an above-ground beam that spans above an underground beam and has a recessed portion on its side, and the above-mentioned underground beam, the foundation formwork being a foundation formwork for forming a cloth foundation that connects the above-mentioned underground beam with a first surface part parallel to and disposed below one side of the ground beam and having a height such that its upper end is close to the lower surface of the ground beam; The first surface is formed at one end of the first surface at right angles to the first surface so that it passes under the ground beam and protrudes beyond the other side of the ground beam. a first base formwork piece comprising a second surface portion provided with a notch portion having one edge rising along the side portion;
a second foundation formwork that can be fixed to the first foundation formwork piece and extends from the one edge of the notch of the second surface toward the recess on the other side of the ground beam and blocks the recess; A basic formwork consisting of pieces.
JP4760483U 1983-03-31 1983-03-31 foundation formwork Granted JPS59156936U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4760483U JPS59156936U (en) 1983-03-31 1983-03-31 foundation formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4760483U JPS59156936U (en) 1983-03-31 1983-03-31 foundation formwork

Publications (2)

Publication Number Publication Date
JPS59156936U JPS59156936U (en) 1984-10-22
JPH0144678Y2 true JPH0144678Y2 (en) 1989-12-25

Family

ID=30178152

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4760483U Granted JPS59156936U (en) 1983-03-31 1983-03-31 foundation formwork

Country Status (1)

Country Link
JP (1) JPS59156936U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0663361B2 (en) * 1985-02-22 1994-08-22 林精工株式会社 Formwork for building concrete
JP4534156B2 (en) * 2005-11-02 2010-09-01 積水ハウス株式会社 Steel formwork level difference processing structure

Also Published As

Publication number Publication date
JPS59156936U (en) 1984-10-22

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