JPH07173933A - Base formwork of foundation concrete - Google Patents
Base formwork of foundation concreteInfo
- Publication number
- JPH07173933A JPH07173933A JP7921192A JP7921192A JPH07173933A JP H07173933 A JPH07173933 A JP H07173933A JP 7921192 A JP7921192 A JP 7921192A JP 7921192 A JP7921192 A JP 7921192A JP H07173933 A JPH07173933 A JP H07173933A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- frame plate
- frame
- base
- form 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.)
- Pending
Links
Landscapes
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、家屋の基礎コンクリー
トのベース型枠に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a base formwork for a foundation concrete of a house.
【０００２】[0002]
【従来の技術】従来、布基礎枠部とベース枠部とを一体
に形成した基礎コンクリート枠は実開昭５３−５２６２
８号公報等により既に知られている。2. Description of the Related Art Conventionally, a basic concrete frame in which a cloth foundation frame portion and a base frame portion are integrally formed has been disclosed in Japanese Utility Model Laid-Open No. 53-5262.
It is already known from the publication No. 8 and the like.
【０００３】[0003]
【発明が解決しようとする課題】前記既知の基礎コンク
リート型枠は、地盤の支持力が弱い場合、ベースコンク
リートの幅を広くしようとすると、布基礎枠部も広くな
り、ベース型枠のみ拡縮調節することができなかった。In the known basic concrete formwork, when the support force of the ground is weak and the width of the base concrete is increased, the cloth foundation frame part is also widened, and only the base formwork is scaled and adjusted. I couldn't.
【０００４】[0004]
【課題を解決するための手段】本発明は、ベースコンク
リートの側部上面と側面を形成するベース型枠におい
て、枠体を上部枠板と下部枠板とにより構成し、前記上
部枠板を、布基礎部の側面に沿う低い立上部と、その上
部から外側方へ延出していて布基礎枠が載る狭い上部受
部と、下部から外側方へ延出した下部受部とでコ字状に
構成し、前記下部枠板は、略水平なスライド部と、その
外端から垂下した側面部とでＬ字状に構成し、前記上部
枠板のコ字状部に、取付板を嵌挿して該取付板の下面と
下部受部との間に前記スライド部が移動する間隙を隔て
た状態で固定し、前記下部枠板の上面から外側面に亙っ
て逆Ｌ字状をなすと共に上記取付板に重合する取付片を
フランジ状に固定して下部枠板のスライド部を上記間隙
に嵌合して横方向に移動調節及び止着可能に構成するこ
とにより布基礎枠部の幅とは関係なくベース型枠の幅を
拡縮調節することが可能にして前述の課題を解決した。According to the present invention, in a base form forming a side surface and a side surface of base concrete, a frame body is composed of an upper frame plate and a lower frame plate, and the upper frame plate is A low upright along the side of the cloth foundation, a narrow upper receiving part that extends outward from the upper part on which the fabric base frame rests, and a lower receiving part that extends outward from the lower part in a U shape. The lower frame plate is configured to have an L-shape with a substantially horizontal slide portion and a side surface portion hanging from an outer end thereof, and a mounting plate is fitted and inserted into the U-shaped portion of the upper frame plate. The lower surface of the mounting plate and the lower receiving portion are fixed with a gap in which the slide portion moves being separated, and an inverted L-shape is formed from the upper surface of the lower frame plate to the outer surface, and the mounting is performed. Fix the mounting piece that overlaps with the plate in the shape of a flange, and fit the sliding part of the lower frame plate Cloth width of the basic frame unit and can be adjusted scaling the width of the base formwork regardless to solve the problems described above by dynamic adjustment and fastening possible constructed.
【０００５】[0005]
【作用】下部枠板のスライド部を上部枠板の下部受部と
取付板の下面との間隙に挿入し、ベースコンクリートの
幅に応じて下部枠板を横方向にスライドさせて幅を調節
してから止着する。このようにして調整したベース型枠
を基礎の長さに応じて複数個、内外に配設して連結する
と共にコーナー枠を連結し、次いで前記上部枠板の上部
受部上に布基礎枠を載せて螺着する。[Operation] Insert the sliding part of the lower frame plate into the gap between the lower receiving part of the upper frame plate and the lower surface of the mounting plate, and adjust the width by sliding the lower frame plate laterally according to the width of the base concrete. Then fasten. According to the length of the foundation, a plurality of base molds thus adjusted are arranged inside and outside to connect the corner frames, and then the corner frame is connected, and then the cloth foundation frame is placed on the upper receiving portion of the upper frame plate. Place and screw.
【０００６】[0006]
【実施例】本発明の一実施例を図面について説明する
と、ベースコンクリートの側部上面と側面を形成するベ
ースコンクリート型枠の側部枠体は、上部枠板１と下部
枠板２とにより構成されており、前記上部枠板１は鉄板
により形成されていて、布基礎部の側面に沿う低い立上
部３と、その上部から外側方へ延出していて布基礎枠５
が載るための幅が狭くて取付孔６ａを有する上部受部６
と、下部から外側方へ延出した下部受部７とで構成さ
れ、これをその長さ方向から見るとコ字状をなしてお
り、前記下部枠板２は、鉄板を逆Ｌ字状に折曲すること
により略水平なスライド部８と、その外端から垂下した
側面部１０とにより構成されている。An embodiment of the present invention will be described with reference to the drawings. A side frame body of a base concrete formwork forming a side surface and a side surface of base concrete is composed of an upper frame plate 1 and a lower frame plate 2. The upper frame plate 1 is formed of an iron plate, and has a lower rising portion 3 along the side surface of the cloth foundation portion and a cloth foundation frame 5 extending outward from the upper portion.
Upper receiving portion 6 having a narrow mounting hole 6a for mounting
And a lower receiving portion 7 that extends outward from the lower portion, and has a U-shape when viewed from the length direction thereof. The lower frame plate 2 is an inverted L-shaped iron plate. It is configured by a substantially horizontal slide portion 8 by bending and a side surface portion 10 hanging from the outer end thereof.
【０００７】また、前記上部枠板１のコ字状部に、その
上下間隙よりも狭い取付板１１を嵌挿して上部受部６及
び立上部３に熔接することにより該取付板１１の下面と
下部受部７との間に前記スライド部８が移動する間隙ａ
を形成する。この間隙ａは上部枠板１に下部枠板２を組
付けない状態では、下部受部７の外端上面が取付板１１
の下面に接する程度に立上部に対する下部受部７の折曲
角を９０度よりもやや小さくしてあるから、上記組付を
行う場合は、下部受部７を手で押し下げて端部の間隙ａ
よりやや広くしてスライド部８を該間隙ａに挿入する。
この挿入後に下部受部７の上面はスライド部８の下面に
圧接されて密着する。また、中間の上記取付板１１に
は、７個の受孔９・・を等間隔に穿設してあり、両端の
取付板１１には接続用の孔９ａを２個穿設してある。Further, a mounting plate 11 narrower than the vertical gap is inserted into the U-shaped portion of the upper frame plate 1 and welded to the upper receiving portion 6 and the upright portion 3 to form the lower surface of the mounting plate 11. A gap a in which the slide portion 8 moves between the lower receiving portion 7 and
To form. In the state where the lower frame plate 2 is not assembled to the upper frame plate 1, the gap a is such that the upper surface of the outer end of the lower receiving portion 7 is the mounting plate 11.
Since the bending angle of the lower receiving portion 7 with respect to the rising portion is set to be slightly smaller than 90 degrees so that the lower receiving portion 7 comes in contact with the lower surface, the lower receiving portion 7 should be pushed down by hand when the above-mentioned assembly is performed. a
The slide portion 8 is made slightly wider and is inserted into the gap a.
After this insertion, the upper surface of the lower receiving portion 7 is brought into pressure contact with the lower surface of the slide portion 8 to be in close contact therewith. Further, the middle mounting plate 11 is provided with seven receiving holes 9 ... At equal intervals, and the mounting plates 11 at both ends are provided with two connecting holes 9a.
【０００８】更に、前記下部枠板２のスライド部８の上
面から側面部１０の外側面に亙って逆Ｌ字状をなすと共
に上記取付板１１に重合する取付片１２を固定すること
により構成してあり、該取付片１２の水平部分には１本
のボルト１３と２本の位置決めピン１５を一体的に突設
してあり、それらの間隔は上記受孔９・・の間隔の２倍
になっているので、下部枠板２のスライド部８を上記間
隙ａに嵌合して横方向に移動調節すると、ボルト１３及
び位置決めピン１５はいずれかの受孔９にそれぞれ対向
し、この状態で下部枠板２をその長さ方向に移動すると
それぞれ嵌合するから、ボルト１３に蝶ナット１６を螺
合して締着する。１４は下部受部７の外側縁に沿って穿
設した多数のエア抜き孔であり、１４ａはスライド部８
の外側に沿って穿設したエア抜き孔であって、スライド
部８を最も押し込んでセットした時、即ち、ベースコン
クリートが標準幅である時、上記両方のエア抜き孔１４
・・，１４ａがそれぞれ連通するようになっている。Further, the upper frame of the lower frame plate 2 is formed in an inverted L shape from the upper surface of the slide part 8 to the outer surface of the side part 10, and is fixed to the mounting plate 11 so as to overlap with the mounting plate 12. One bolt 13 and two positioning pins 15 are integrally provided on the horizontal portion of the mounting piece 12, and the distance between them is twice the distance between the receiving holes 9 ... Therefore, when the slide portion 8 of the lower frame plate 2 is fitted into the gap a and moved and adjusted in the lateral direction, the bolt 13 and the positioning pin 15 face one of the receiving holes 9 respectively, and in this state. When the lower frame plate 2 is moved in the lengthwise direction, the lower frame plate 2 and the lower frame plate 2 are fitted with each other, so that the wing nut 16 is screwed into the bolt 13 and fastened. Reference numeral 14 is a large number of air vent holes formed along the outer edge of the lower receiving portion 7, and 14a is a slide portion 8.
Of the air vent holes 14 formed along the outer side of the air vent when the slide portion 8 is pushed in most to set, that is, when the base concrete has a standard width.
.., 14a communicate with each other.
【０００９】次に、内コーナー枠について説明すると、
上部角枠１７は上部受部６の長さ方向と直交する方向の
断面は側部枠体と同一であって、両端部には取付板１１
を有し、下部受部７の内側に沿って多数のエア抜き孔１
８・・を穿設し、角部には２本のボルト１９，１９を立
設してあり、下部角枠２０は平面視で逆Ｌ字状をなすス
ライド部２１と内側面部２２とからなり、スライド部２
１の中心線に沿う部位には、前記ボルト１９，１９が嵌
合する取付孔２３を２列穿設し、内側に沿う部位には多
数のエア抜き孔２４・・を設けてあり、内側面部２２の
両側寄りにはそれぞれ２本のボルト２５，２５を突設し
てあり、この下部角枠２０はベースコンクリートの幅が
標準である時、上部角枠１７の下部受部７上に載せて最
も押し込んだ状態で外端の一対の取付孔２３，２３をボ
ルト１９，１９に嵌合して蝶ナットにより締着する。ま
た、補助下部枠２８は逆Ｌ字状に折曲した板からなり、
水平部内側にはエア抜き孔２６・・を、垂直部の中間に
は上記ボルト１９，１９に選択的に嵌合する多数の取付
孔２７・・を有している。このように構成した補助下部
枠２８を組付ける場合、スライド部２１上にそれぞれ重
合すると共に矢印ロの方向にスライドさせ、ベースコン
クリートの幅が標準である場合、両側方へ引き出して重
合幅を最も狭くし、外側縁を間隙ａに嵌合させ、取付孔
２７をボルト２５に嵌合して蝶ナットにより締着し、ベ
ースコンクリート幅を広くする場合は、下部角枠２０を
適宜長さ引出して取付孔２３，２３をボルト１９，１９
に嵌合して螺着し、補助下部枠２８はそれに応じて角部
に向けてスライドさせて螺着する。なお、布基礎枠５は
従来のものと同様、下部の折曲部を上部受部６上に載置
し、それの連結孔と、上部受部６の取付孔６ａにボルト
を通して締めつけて連結する。Next, the inner corner frame will be described.
The cross section of the upper corner frame 17 in the direction orthogonal to the length direction of the upper receiving portion 6 is the same as the side frame body, and the mounting plates 11 are provided at both ends.
With a plurality of air vent holes 1 along the inside of the lower receiving portion 7.
8 ... Is bored, and two bolts 19 and 19 are erected at the corners, and the lower corner frame 20 is composed of a slide portion 21 and an inner side surface portion 22 each having an inverted L shape in plan view. , Slide part 2
Two rows of mounting holes 23 into which the bolts 19 and 19 are fitted are bored in a portion along the center line of 1, and a large number of air vent holes 24, ... Two bolts 25, 25 are respectively provided on both sides of 22 so that the lower corner frame 20 is mounted on the lower receiving portion 7 of the upper corner frame 17 when the width of the base concrete is standard. In the most pushed state, the pair of mounting holes 23, 23 at the outer ends are fitted to the bolts 19, 19 and fastened with a wing nut. Further, the auxiliary lower frame 28 is made of a plate bent in an inverted L shape,
Air vent holes 26 ... Are provided inside the horizontal portion, and a large number of mounting holes 27 that are selectively fitted to the bolts 19 are provided in the middle of the vertical portion. When assembling the auxiliary lower frame 28 configured in this manner, the auxiliary lower frame 28 is superposed on the slide portion 21 and slid in the direction of the arrow B. When narrowing, fitting the outer edge into the gap a, fitting the mounting hole 27 into the bolt 25 and tightening with the wing nut, and widening the base concrete width, pull out the lower corner frame 20 to an appropriate length. Attach the mounting holes 23, 23 to the bolts 19, 19
And the auxiliary lower frame 28 is slid toward the corner and screwed accordingly. Like the conventional one, the cloth base frame 5 has a lower bent portion placed on the upper receiving portion 6, and bolts are inserted into the connecting hole of the upper receiving portion 6 and the mounting hole 6a of the upper receiving portion 6 for connection. .
【００１０】図３は外コーナー枠を示すもので、上部角
枠３０は上部受部３１の長さ方向と直交する方向の断面
は側部枠体と同一であって、両端部には取付板１１を有
し、下部受部３２の外側に沿って多数のエア抜き孔３３
・・を穿設し、角部には２本のボルト３４，３４を立設
してあり、下部角枠３５はＬ字状のスライド部３６とそ
の外側から垂下した外側面部３７とからなり、スライド
部３６の中心線に沿う部位には、前記ボルト３４，３４
が嵌合する取付孔３８を２列穿設し、外側に沿う部位に
は多数のエア抜き孔３９・・を設けてあり、外側面部３
７の両側寄りにはそれぞれ２本のボルト４０，４０を突
設してあり、この下部角枠３５はベースコンクリートの
幅が標準である時、上部角枠３０の下部受部３２上に載
せて最も押し込んだ状態で内端の一対の取付孔３８，３
８をボルト３４，３４に嵌合して蝶ナットにより締着す
る。その際、スライド部３６の両側部は間隙ａに嵌合す
る。また、補助下部枠４１は逆Ｌ字状に折曲した板から
なり、水平部内側にはエア抜き孔４２・・を、垂直部の
中間には上記ボルト４０，４０に選択的に嵌合する多数
の取付孔４３・・を有している。このように構成した補
助下部枠２８を組みつける場合は、ベースコンクリート
幅を標準よりも広くする場合であって、その時は、スラ
イド部３６を下部受部３２に載せた状態で下部角枠３５
を矢印ハで示すように外側方へ必要幅だけ引き出し、補
助下部枠４１を鎖線で示す重合状態から矢印ニで示す方
向へ移動させてその取付孔４３をボルト４０に嵌合して
締着する。なお、布基礎枠５は従来のものと同様、下部
の折曲部を上部受部６上に載置し、それの連結孔と、上
部受部３１の取付孔６ａにボルトを通して締めつけて連
結する。FIG. 3 shows an outer corner frame. The upper corner frame 30 has the same cross section in the direction orthogonal to the length direction of the upper receiving portion 31 as the side frame body, and the mounting plates are provided at both ends. 11 and has a plurality of air vent holes 33 along the outside of the lower receiving portion 32.
.. are bored, and two bolts 34, 34 are erected at the corners, and the lower corner frame 35 is composed of an L-shaped slide portion 36 and an outer side surface portion 37 hanging from the outside, The bolts 34, 34 are provided at a portion along the center line of the slide portion 36.
Are provided in two rows, and a large number of air vent holes 39 ... Are provided in a portion along the outer side.
Two bolts 40, 40 are provided on both sides of 7, respectively, and the lower corner frame 35 is mounted on the lower receiving portion 32 of the upper corner frame 30 when the width of the base concrete is standard. The innermost pair of mounting holes 38, 3 in the most pushed state
8 is fitted to the bolts 34, 34 and fastened with a wing nut. At that time, both sides of the slide portion 36 are fitted into the gap a. Further, the auxiliary lower frame 41 is composed of a plate bent in an inverted L shape, and air-bleeding holes 42 ... Are selectively fitted inside the horizontal portion and the bolts 40 are selectively fitted in the middle of the vertical portion. It has a large number of mounting holes 43. When assembling the auxiliary lower frame 28 configured as described above, the width of the base concrete is made wider than the standard, and at that time, the lower corner frame 35 with the slide portion 36 placed on the lower receiving portion 32.
Is drawn outward by a required width as indicated by arrow C, the auxiliary lower frame 41 is moved from the overlapping state indicated by the chain line in the direction indicated by arrow D, and its mounting hole 43 is fitted into the bolt 40 and tightened. . As in the conventional case, the cloth base frame 5 has a lower bent portion placed on the upper receiving portion 6, and a connecting hole thereof and a mounting hole 6a of the upper receiving portion 31 are tightened by bolts to be connected. .
【００１１】[0011]
【発明の効果】本発明は、ベースコンクリートの側部上
面と側面を形成するベース型枠において、枠体を上部枠
板１と下部枠板２とにより構成し、前記上部枠板１を、
布基礎部の側面に沿う低い立上部３と、その上部から外
側方へ延出していて布基礎枠５が載る狭い上部受部６
と、下部から外側方へ延出した下部受部７とでコ字状に
構成し、前記下部枠板２は、略水平なスライド部８と、
その外端から垂下した側面部とでＬ字状に構成し、前記
上部受部６のコ字状部に、取付板１１を嵌挿して該取付
板１１の下面と下部受部７との間に前記スライド部８が
移動する間隙ａを隔てた状態で固定し、前記下部枠板２
の上面から外側面に亙って逆Ｌ字状をなすと共に上記取
付板に重合する取付片１２をフランジ状に固定して下部
枠板２のスライド部８を上記間隙ａに嵌合して横方向に
移動調節及び止着可能に構成しので、下部枠板２と上部
枠板１を強固に構成することができると共に下部枠板２
を上部枠板１に対して内外にスライドさせて止着するこ
とによりベース型枠の横幅を自在に拡縮調節することが
できる。According to the present invention, in the base form forming the side surface and the side surface of the base concrete, the frame body is composed of the upper frame plate 1 and the lower frame plate 2, and the upper frame plate 1 is
A low rising part 3 along the side surface of the cloth base part, and a narrow upper receiving part 6 extending outward from the upper part and on which the cloth base frame 5 rests.
And a lower receiving portion 7 extending outward from the lower portion to form a U-shape, and the lower frame plate 2 has a substantially horizontal slide portion 8;
Between the lower surface of the mounting plate 11 and the lower surface of the mounting plate 11, the mounting plate 11 is inserted into the U-shaped part of the upper receiving part 6 so as to form an L-shape with the side surface hanging from the outer end thereof. Is fixed to the lower frame plate 2 with a gap a in which the slide portion 8 moves separated.
Is formed in an inverted L shape from the upper surface to the outer surface of the lower frame plate, and the mounting piece 12 overlapping with the mounting plate is fixed in a flange shape, and the slide portion 8 of the lower frame plate 2 is fitted into the gap a to laterally. The lower frame plate 2 and the upper frame plate 1 can be firmly configured and the lower frame plate 2 can be configured to be movable and adjustable in a direction and fixedly attached.
The lateral width of the base frame can be freely adjusted by sliding the inward and outward with respect to the upper frame plate 1 and fixing them.
【図１】側部枠体の斜視図である。FIG. 1 is a perspective view of a side frame body.
【図２】内コーナー枠の分解斜視図である。FIG. 2 is an exploded perspective view of an inner corner frame.
【図３】外コーナー枠の分解斜視図である。FIG. 3 is an exploded perspective view of an outer corner frame.
１ 上部枠板 ２ 下部枠板 ６ 上部受部 ７ 下部受部 ８ スライド部 １１ 取付板 １７ 上部角枠 ２０ 下部角枠 ２８ 補助下部枠 1 Upper frame plate 2 Lower frame plate 6 Upper receiving part 7 Lower receiving part 8 Sliding part 11 Mounting plate 17 Upper corner frame 20 Lower corner frame 28 Auxiliary lower frame
Claims (1)
形成するベース型枠において、枠体を上部枠板１と下部
枠板２とにより構成し、前記上部枠板１を、布基礎部の
側面に沿う低い立上部３と、その上部から外側方へ延出
していて布基礎枠５が載る狭い上部受部６と、下部から
外側方へ延出した下部受部７とでコ字状に構成し、前記
下部枠板２は、略水平なスライド部８と、その外端から
垂下した側面部とでＬ字状に構成し、前記上部受部６の
コ字状部に、取付板１１を嵌挿して該取付板１１の下面
と下部受部７との間に前記スライド部８が移動する間隙
ａを隔てた状態で固定し、前記下部枠板２の上面から外
側面に亙って逆Ｌ字状をなすと共に上記取付板に重合す
る取付片１２をフランジ状に固定して下部枠板２のスラ
イド部８を上記間隙ａに嵌合して横方向に移動調節及び
止着可能に構成したことを特徴とする基礎コンクリート
のベース型枠。1. A base formwork forming a side surface and a side surface of a base concrete, wherein a frame body is composed of an upper frame plate 1 and a lower frame plate 2, and the upper frame plate 1 is a side surface of a cloth foundation part. A low upright part 3 along the upper part, a narrow upper receiving part 6 which extends outward from the upper part and on which the cloth foundation frame 5 rests, and a lower receiving part 7 which extends outward from the lower part are formed in a U shape. Then, the lower frame plate 2 is configured to have an L shape with a substantially horizontal slide portion 8 and a side surface portion hanging from an outer end thereof, and a mounting plate 11 is attached to a U-shaped portion of the upper receiving portion 6. It is inserted and fixed in a state in which a gap a for moving the slide portion 8 is provided between the lower surface of the mounting plate 11 and the lower receiving portion 7, and is reversed from the upper surface of the lower frame plate 2 to the outer surface thereof. A mounting piece 12 which is L-shaped and overlaps with the mounting plate is fixed in a flange shape so that the slide portion 8 of the lower frame plate 2 is provided with the gap. A base formwork for basic concrete, which is configured to be fitted in a so as to be capable of lateral movement adjustment and fastening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7921192A JPH07173933A (en) | 1992-02-28 | 1992-02-28 | Base formwork of foundation concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7921192A JPH07173933A (en) | 1992-02-28 | 1992-02-28 | Base formwork of foundation concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07173933A true JPH07173933A (en) | 1995-07-11 |
Family
ID=13683609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7921192A Pending JPH07173933A (en) | 1992-02-28 | 1992-02-28 | Base formwork of foundation concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07173933A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040033669A (en) * | 2002-10-15 | 2004-04-28 | 김두원 | A steel girder outconer form and a method of assembling steel girder form |
| WO2017056602A1 (en) * | 2015-09-28 | 2017-04-06 | 大和ハウス工業株式会社 | Method for constructing concrete foundation top end, and top end form |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS563955B2 (en) * | 1973-09-18 | 1981-01-28 |
-
1992
- 1992-02-28 JP JP7921192A patent/JPH07173933A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS563955B2 (en) * | 1973-09-18 | 1981-01-28 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040033669A (en) * | 2002-10-15 | 2004-04-28 | 김두원 | A steel girder outconer form and a method of assembling steel girder form |
| WO2017056602A1 (en) * | 2015-09-28 | 2017-04-06 | 大和ハウス工業株式会社 | Method for constructing concrete foundation top end, and top end form |
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