JP2000352192A - Driving formwork - Google Patents

Driving formwork

Info

Publication number
JP2000352192A
JP2000352192A JP11162981A JP16298199A JP2000352192A JP 2000352192 A JP2000352192 A JP 2000352192A JP 11162981 A JP11162981 A JP 11162981A JP 16298199 A JP16298199 A JP 16298199A JP 2000352192 A JP2000352192 A JP 2000352192A
Authority
JP
Japan
Prior art keywords
wall
formwork
driving
shaped cross
opening
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
Application number
JP11162981A
Other languages
Japanese (ja)
Inventor
Masao Obata
政雄 小畑
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP11162981A priority Critical patent/JP2000352192A/en
Publication of JP2000352192A publication Critical patent/JP2000352192A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【課題】 鋼製折板製の打込型枠により壁付きの梁を容
易にかつ精度良く施工する。 【解決手段】 底型枠部12と対の側型枠部13とを有
するU字形の断面形状とされているとともに、底型枠部
には、梁の底面に連なって一体に形成される鉄筋コンク
リート造の壁17を形成するべき位置にその壁厚に相当
する寸法の開口部14を設ける。梁下面中央に壁が設け
られる場合には、それぞれが側型枠部と底型枠部よりな
る同一断面形状の一対のL字形断面の分割体15を開口
部を確保して対向配置して連結具16により連結する。
梁の片側に寄った位置に壁が設けられる場合には、一方
の側型枠部となる平板状の分割体と、他方の側型枠部と
底型枠部よりなるL字形断面の分割体とを、開口部を確
保して対向配置して連結具により連結してなる。
(57) [Summary] [PROBLEMS] To easily and accurately construct a beam with a wall by using a driving formwork made of a steel folded plate. SOLUTION: Reinforced concrete having a U-shaped cross-section having a bottom form part 12 and a pair of side form parts 13 is formed integrally with the bottom form part so as to be continuous with the bottom surface of the beam. An opening 14 having a size corresponding to the wall thickness is provided at a position where the structural wall 17 is to be formed. When a wall is provided at the center of the lower surface of the beam, a pair of L-shaped cross-section divided bodies 15 each having the same cross-sectional shape, each of which is formed by a side frame portion and a bottom frame portion, are connected to each other by securing an opening and facing each other. It is connected by the tool 16.
When a wall is provided at a position closer to one side of the beam, a flat plate-shaped divided body serving as one side formwork portion and an L-shaped cross-sectional divided body constituted of the other side formwork portion and a bottom formwork portion are provided. Are secured to each other with an opening secured to each other and connected by a connector.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、鉄筋コンクリート
造ないし鉄骨鉄筋コンクリート造の梁を形成するための
鋼製折板製の打込型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a driving formwork made of a steel folded plate for forming a reinforced concrete or steel reinforced concrete beam.

【0002】[0002]

【従来の技術】近年、図15に示すような梁用の打込型
枠1が普及しつつある。これは、鋼製折板いわゆるキー
ストンプレートをU字形の断面形状に製作したもので、
現場での組み立てや解体撤去が不要であるので在来の合
板型枠を用いる場合に比較して格段に施工性や施工精度
に優れ、梁施工に係わる省力化とコスト削減を図ること
ができるものである。図15(b)における符号2は床
型枠、3は床スラブを示している。
2. Description of the Related Art In recent years, a driving formwork 1 for a beam as shown in FIG. This is a U-shaped cross section of a steel folded plate, a so-called keystone plate,
Since it is not necessary to assemble or disassemble and remove it on site, it is much more excellent in workability and construction accuracy than when using conventional plywood formwork, and can save labor and cost related to beam construction It is. Reference numeral 2 in FIG. 15B indicates a floor formwork, and 3 indicates a floor slab.

【0003】ところで、梁の底面には壁が一体に形成さ
れることも多いが、そのような壁付きの梁を施工する際
には図15に示したようなU字形断面の打込型枠1をそ
のまま使用することはできず、敢えて使用するとすれば
たとえば図16あるいは図17に示すようなものとな
る。図16は梁の下面中央に壁が設けられる場合であ
り、上記の打込型枠1を左右に分割した形態のL形断面
の打込型枠4を1組として用いるものである。図17は
梁の片側に寄った位置に壁が設けられる場合であり、梁
の片側にのみL形断面の打込型枠4を用い、他方の側は
壁型枠5をそのまま延長して梁型枠とするものである。
図16および図17における符号6は梁鉄筋、7は壁鉄
筋、8は床鉄筋、9はセパレータ、10は締め付け金物
である。
[0003] By the way, a wall is often formed integrally with the bottom surface of the beam, but when constructing such a beam with a wall, a driving form having a U-shaped cross section as shown in FIG. 1 cannot be used as it is, and if it is intentionally used, it will be as shown in FIG. 16 or FIG. 17, for example. FIG. 16 shows a case in which a wall is provided at the center of the lower surface of the beam, and the driving form 1 having an L-shaped cross section obtained by dividing the driving form 1 into right and left is used as one set. FIG. 17 shows a case in which a wall is provided at a position close to one side of the beam. A driving form 4 having an L-shaped cross section is used only on one side of the beam, and the wall form 5 is extended on the other side as it is. It is a mold.
16 and 17, reference numeral 6 denotes a beam reinforcing bar, 7 denotes a wall reinforcing bar, 8 denotes a floor reinforcing bar, 9 denotes a separator, and 10 denotes a clamp.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記の場合に
はセパレータ9を用いる必要があるから、その作業手順
は在来の合板型枠を用いる場合と大差なく、打込型枠を
用いる意味が殆ど無い。そのため、従来においては壁付
きの梁に対しては打込型枠を用いることなく在来工法に
よることが一般的であった。
However, since it is necessary to use the separator 9 in the above case, the operation procedure is not much different from the case of using the conventional plywood form, and the use of the driving form is significant. Almost no. Therefore, conventionally, it has been general to use a conventional method without using a driving form for a beam with a wall.

【0005】上記事情に鑑み、本発明は壁付きの梁を施
工するための有効な鋼製折板製の打込型枠を提供するこ
とを目的としている。
[0005] In view of the above, it is an object of the present invention to provide a driving formwork made of a folded steel plate for constructing a beam with a wall.

【0006】[0006]

【課題を解決するための手段】請求項1の発明は、鉄筋
コンクリート造ないし鉄骨鉄筋コンクリート造の梁を形
成するための鋼製折板製の打込型枠であって、底型枠部
と対の側型枠部とを有するU字形断面とされているとと
もに、前記底型枠部には、梁の底面に連なって一体に形
成される鉄筋コンクリート造の壁を形成するべき位置に
その壁長および壁厚に相当する寸法の開口部を設けてな
るものである。
SUMMARY OF THE INVENTION The invention of claim 1 is a driving formwork made of a folded steel plate for forming a reinforced concrete beam or a steel reinforced concrete beam. The bottom form has a U-shaped cross section and a side form and a wall length and wall at a position where a reinforced concrete wall to be formed integrally with the bottom of the beam is to be formed. An opening having a dimension corresponding to the thickness is provided.

【0007】請求項2の発明は、請求項1の発明の打込
型枠を、それぞれが側型枠部と底型枠部よりなる同一断
面形状の一対のL字形断面の分割体を、開口部を確保し
て対向配置して連結具により連結してなるものである。
According to a second aspect of the present invention, the driving form of the first aspect is formed by opening a pair of L-shaped cross-sections having the same cross-sectional shape each comprising a side form and a bottom form. The parts are secured and arranged to face each other and connected by a connecting tool.

【0008】請求項3の発明は、請求項1の発明の打込
型枠を、一方の側型枠部となる平板状の分割体と、他方
の側型枠部と底型枠部よりなるL字形断面の分割体と
を、開口部を確保して対向配置して連結具により連結し
てなるものである。
According to a third aspect of the present invention, the driving form according to the first aspect of the present invention comprises a flat plate-shaped divided body serving as one side form part, and the other side form part and a bottom form part. The divided body having the L-shaped cross section is arranged to be opposed to each other with an opening secured and connected by a connecting tool.

【0009】[0009]

【発明の実施の形態】図1は本発明の第1実施形態であ
る打込型枠11を示すもので、(a)は断面図、(b)
は拡大断面図、(c)は側面図、(d)は平断面図
((c)におけるd−d矢視図)である。本第1実施形
態の打込型枠11は鋼製折板(キーストンプレート)か
らなるもので、全体としては底型枠部12と対の側型枠
部13とを有するU字形の断面形状に製作されたもので
あるが、底面中央部にはスリット状の開口部14が確保
されたものとなっている。すなわち、この打込型枠11
は、それぞれが底型枠部12と側型枠部13よりなる一
対のL字形断面の分割体15を開口部14を確保して対
向配置し、それら分割体15どうしを連結具16により
所定間隔で連結した形態のものである。上記の開口部1
4の位置と幅は、この打込型枠11により形成される梁
の下面に一体に形成される壁17(図1(a)参照)の
設置位置と壁長、壁厚に対応して設定されている。符号
18はランナー、19は必要に応じて設ける補強金物で
ある。
FIG. 1 shows a driving form 11 according to a first embodiment of the present invention, wherein (a) is a sectional view and (b).
Is an enlarged cross-sectional view, (c) is a side view, and (d) is a plan cross-sectional view (view taken along the line dd in (c)). The driving form 11 of the first embodiment is made of a folded steel plate (keystone plate), and has a U-shaped cross-sectional shape having a bottom form 12 and a pair of side forms 13 as a whole. Although it was manufactured, a slit-like opening 14 was secured in the center of the bottom surface. That is, the driving form 11
A pair of L-shaped cross-sections 15 each including a bottom mold section 12 and a side mold section 13 are arranged facing each other with an opening 14 secured therebetween, and the divided bodies 15 are separated by a connecting tool 16 at a predetermined interval. It is in the form linked by. Opening 1 above
The position and width of 4 are set in accordance with the installation position, wall length, and wall thickness of the wall 17 (see FIG. 1A) integrally formed on the lower surface of the beam formed by the driving formwork 11. Have been. Reference numeral 18 denotes a runner, and 19 denotes a reinforcing metal provided as needed.

【0010】図2〜図7は上記の打込型枠11を用いて
鉄筋コンクリート造の梁20を施工する場合の施工手順
を示すものである。図2に示すように壁鉄筋7を組み立
てた後、図3に示すように壁型枠5を組み立てる。この
壁型枠5はセパレータ9および締め付け金物10を用い
る在来工法等によるもので良いが、その頂部には(c)
に示すような誘導金物21を取り付けておくと良い。そ
して、図4に示すように壁型枠5の上に打込型枠11を
設置する。その際、打込型枠11の開口部14に誘導金
物21を差し込むようにすることでその設置を容易に行
え、かつ位置決め精度を自ずと確保できる。図5に示す
ように床型枠2を組み立て、図6に示すように梁鉄筋6
および床鉄筋8を組み立てた後、壁型枠5内、打込型枠
11内、床型枠2上にコンクリートを打設し、養生後、
壁型枠5を解体すれば図7に示すように梁20、壁1
7、床スラブ3が形成される。
FIGS. 2 to 7 show a construction procedure in the case of constructing a reinforced concrete beam 20 using the above-mentioned driving formwork 11. FIG. After assembling the wall reinforcing bar 7 as shown in FIG. 2, the wall formwork 5 is assembled as shown in FIG. The wall form 5 may be formed by a conventional method using the separator 9 and the fastening hardware 10, and the top of the wall form 5 is (c).
It is preferable to attach a guide metal 21 as shown in FIG. Then, as shown in FIG. 4, the driving form 11 is set on the wall form 5. At this time, by inserting the guide hardware 21 into the opening portion 14 of the driving formwork 11, the installation can be easily performed, and the positioning accuracy can be naturally ensured. As shown in FIG. 5, the floor form 2 is assembled, and as shown in FIG.
After assembling the floor reinforcing bars 8, concrete is poured into the wall form 5, the driving form 11, and the floor form 2, and after curing,
When the wall form 5 is dismantled, the beam 20, the wall 1
7. The floor slab 3 is formed.

【0011】図8〜図13は上記の打込型枠11を用い
て鉄骨鉄筋コンクリート造の梁22を施工する場合の施
工手順を示すものである。図8に示すように梁鉄骨23
および梁鉄筋6を組み立てた後、図9に示すように打込
型枠11を先行して設置する。そして、図10に示すよ
うに壁鉄筋7を打込型枠11に差し込むようにして組み
立てた後、図11に示すように壁型枠5を組み立てる。
図12に示すように床型枠2および床鉄筋8を組み立て
た後、壁型枠5内、打込型枠11内、床型枠2上にコン
クリートを打設し、養生後、壁型枠5を解体すれば図1
3に示すように梁23、壁17、床スラブ3が形成され
る。
FIG. 8 to FIG. 13 show a construction procedure in the case of constructing a steel reinforced concrete beam 22 using the driving formwork 11 described above. As shown in FIG.
After assembling the beam reinforcing bars 6, the driving formwork 11 is installed in advance as shown in FIG. Then, as shown in FIG. 10, after assembling the wall reinforcing bar 7 into the driving formwork 11, the wall formwork 5 is assembled as shown in FIG.
After assembling the floor form 2 and the floor reinforcing bar 8 as shown in FIG. 12, concrete is poured into the wall form 5, the driving form 11 and the floor form 2, and after curing, the wall form is formed. Fig. 1
As shown in FIG. 3, the beam 23, the wall 17, and the floor slab 3 are formed.

【0012】上記の打込型枠11は、図15に示した従
来の単なるU字形断面の打込型枠1と同様に取り扱うこ
とができるものであり、したがってこの打込型枠11に
よればセパレータ9や締め付け金物10を用いることな
く極めて簡単かつ精度良く壁付きの梁20,23を施工
することが可能であり、その施工に係わる作業の省力
化、コスト削減を実現することができる。勿論、この打
込型枠11は鋼製折板をL字形に折り曲げた同一形状の
1組の分割体15を開口部14を挟んで連結具16によ
り連結したのみの極めて簡単な構成であるから、軽量で
取り扱いが容易であり十分に安価に製作することができ
る。
The above-described driving form 11 can be handled in the same manner as the conventional driving form 1 having a simple U-shaped cross section shown in FIG. It is possible to extremely easily and accurately construct the beams 20 and 23 with walls without using the separator 9 and the fastening hardware 10, and it is possible to realize labor saving and cost reduction of the work related to the construction. Of course, the driving form 11 has a very simple structure in which a pair of divided bodies 15 of the same shape obtained by bending a steel folded plate into an L-shape are connected only by connecting members 16 with the opening 14 interposed therebetween. It is lightweight, easy to handle, and can be manufactured at a sufficiently low cost.

【0013】図14は第2実施形態の打込型枠25を示
す。これは梁の片側に寄った位置に壁17が設けられる
場合に適用するもので、一方の側型枠部26となる平板
状の分割体27と、他方の側型枠部26と底型枠部28
よりなるL字形断面の分割体29とを開口部14を確保
して対向配置してそれらを連結具16により連結した形
態としたものであり、第1実施形態のものと全く同様に
使用可能であり、同様の効果が得られる。
FIG. 14 shows a driving formwork 25 according to a second embodiment. This is applied to a case where the wall 17 is provided at a position close to one side of the beam, and includes a flat plate-shaped divided body 27 serving as one side formwork part 26, the other side formwork part 26 and a bottom formwork. Part 28
A divided body 29 having an L-shaped cross section is arranged so as to be opposed to each other while securing the opening portion 14 and connected by the connecting member 16, and can be used in exactly the same manner as in the first embodiment. Yes, a similar effect can be obtained.

【0014】[0014]

【発明の効果】請求項1の発明は、鋼製折板製のU字形
断面の打込型枠であって、その底型枠部の壁を形成する
べき位置に壁厚に相当する寸法の開口部を設けたので、
従来の単なるU字形断面の打込型枠と同様に取り扱って
壁付きの梁を極めて簡単かつ精度良く施工することが可
能であり、その施工に係わる作業の省力化、コスト削減
を実現することができる。
According to the first aspect of the present invention, there is provided a punching formwork having a U-shaped cross section made of a steel folded plate, and having a size corresponding to a wall thickness at a position where a wall of the bottom formwork portion is to be formed. With an opening,
It is possible to construct a beam with a wall very simply and accurately by handling it in the same manner as a conventional simple U-shaped cross-section formwork, and it is possible to save labor and cost for the work related to the construction. it can.

【0015】請求項2の発明は、それぞれが側型枠部と
底型枠部よりなる同一断面形状の一対のL字形断面の分
割体を、開口部を確保して対向配置して連結具により連
結してなるものであるから、下面中央に壁が設けられる
梁を効率的に施工することができる。
According to a second aspect of the present invention, a pair of L-shaped cross-sections each having the same cross-sectional shape, each including a side frame portion and a bottom frame portion, are arranged facing each other with an opening secured by a connecting member. Since they are connected, a beam having a wall provided at the center of the lower surface can be efficiently constructed.

【0016】請求項3の発明は、一方の側型枠部となる
平板状の分割体と、他方の側型枠部と底型枠部よりなる
L字形断面の分割体とを、開口部を確保して対向配置し
て連結具により連結してなるものであるから、片側に寄
った位置に壁が設けられる梁を効率的に施工することが
できる。
According to a third aspect of the present invention, a flat plate-shaped divided body serving as one side mold section and an L-shaped section divided body formed of the other side mold section and a bottom mold section are formed with openings. Since it is secured and arranged opposite to each other and connected by a connecting tool, it is possible to efficiently construct a beam having a wall at a position closer to one side.

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

【図1】 本発明の第1実施形態である打込型枠を示す
ものである。
FIG. 1 shows a driving formwork according to a first embodiment of the present invention.

【図2】 同打込型枠を用いて鉄筋コンクリート造の梁
を施工する場合の施工手順を示す図であって、壁鉄筋を
組み立てた状態を示す図である。
FIG. 2 is a view showing a construction procedure in the case of constructing a reinforced concrete beam using the driving formwork, and is a view showing a state where a wall reinforcing bar is assembled.

【図3】 同、壁型枠を組み立てた状態を示す図であ
る。
FIG. 3 is a view showing a state where the wall formwork is assembled.

【図4】 同、打込型枠を設置した状態を示す図であ
る。
FIG. 4 is a view showing a state in which a driving form is installed.

【図5】 同、床型枠を組み立てた状態を示す図であ
る。
FIG. 5 is a view showing a state where the floor formwork is assembled.

【図6】 同、梁鉄筋および床鉄筋を組み立てた状態を
示す図である。
FIG. 6 is a diagram showing a state where the beam reinforcing bar and the floor reinforcing bar are assembled.

【図7】 同、壁と梁と床スラブが完成した状態を示す
図である。
FIG. 7 is a diagram showing a state in which a wall, a beam, and a floor slab are completed.

【図8】 同打込型枠を用いて鉄骨鉄筋コンクリート造
の梁を施工する場合の施工手順を示す図であって、梁鉄
骨および梁鉄筋を組み立てた状態を示す図である。
FIG. 8 is a view showing a construction procedure when constructing a steel reinforced concrete beam using the driving formwork, and is a view showing a state where a beam steel frame and a beam reinforcement are assembled.

【図9】 同、打込型枠を設置した状態を示す図であ
る。
FIG. 9 is a diagram showing a state in which the driving formwork is installed.

【図10】 同、壁鉄筋を組み立てた状態を示す図であ
る。
FIG. 10 is a view showing a state where the wall reinforcing bars are assembled.

【図11】 同、壁型枠を組み立てた状態を示す図であ
る。
FIG. 11 is a view showing a state where the wall formwork is assembled.

【図12】 同、床型枠と床鉄筋を組み立てた状態を示
す図である。
FIG. 12 is a view showing a state where a floor form and a floor reinforcing bar are assembled.

【図13】 同、壁と梁と床スラブが完成した状態を示
す図である。
FIG. 13 is a diagram showing a state in which a wall, a beam, and a floor slab are completed.

【図14】 本発明の第2実施形態である打込型枠を示
すものである。
FIG. 14 shows a driving formwork according to a second embodiment of the present invention.

【図15】 従来一般の鋼製折板製の打込型枠を示す図
である。
FIG. 15 is a view showing a driving frame made of a conventional general steel folded plate.

【図16】 壁付きの梁を鋼製折板製の打込型枠により
施工する場合の一例を示す図である。
FIG. 16 is a view showing an example of a case where a beam with a wall is constructed by a driving form made of a steel folded plate.

【図17】 壁付きの梁を鋼製折板製の打込型枠により
施工する場合の他の例を示す図である。
FIG. 17 is a diagram showing another example of a case where a beam with a wall is constructed by a driving form made of a folded steel plate.

【符号の説明】[Explanation of symbols]

11 打込型枠 12 底型枠部 13 側型枠部 14 開口部 15 分割体 16 連結具 17 壁 20,22 梁 25 打込型枠 26 側型枠部 27 分割体 28 底型枠 29 分割体 DESCRIPTION OF SYMBOLS 11 Driving formwork 12 Bottom formwork part 13 Side formwork part 14 Opening 15 Divided body 16 Connector 17 Wall 20, 22 Beam 25 Driving formwork 26 Side formwork part 27 Divisional body 28 Bottom formwork 29 Divisional body

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋コンクリート造ないし鉄骨鉄筋コン
クリート造の梁を形成するための鋼製折板製の打込型枠
であって、対の側型枠部と底型枠部とを有するU字形断
面とされているとともに、前記底型枠部には、梁の底面
に連なって一体に形成される鉄筋コンクリート造の壁を
形成するべき位置にその壁長および壁厚に相当する寸法
の開口部を設けてなることを特徴とする打込型枠。
1. A driving form made of a steel folded plate for forming a reinforced concrete or steel reinforced concrete beam, comprising a U-shaped cross section having a pair of side forms and a bottom form. In addition, the bottom formwork is provided with an opening having a size corresponding to the wall length and wall thickness at a position where a reinforced concrete wall to be formed integrally with the bottom of the beam is to be formed. Driving formwork characterized by becoming.
【請求項2】 それぞれが側型枠部と底型枠部よりなる
同一断面形状の一対のL字形断面の分割体を、前記開口
部を確保して対向配置して連結具により連結してなるこ
とを特徴とする請求項1記載の打込型枠。
2. A pair of L-shaped cross-sections each having the same cross-sectional shape, each of which has a side frame portion and a bottom frame portion, are connected to each other by a connecting member while securing the opening and facing each other. The driving formwork according to claim 1, characterized in that:
【請求項3】 一方の側型枠部となる平板状の分割体
と、他方の側型枠部と底型枠部よりなるL字形断面の分
割体とを、前記開口部を確保して対向配置して連結具に
より連結してなることを特徴とする請求項1記載の打込
型枠。
3. A flat plate-shaped divided body serving as one side mold section and an L-shaped cross section formed of the other side mold section and a bottom mold section are opposed to each other with the opening secured. The driving formwork according to claim 1, wherein the driving form is arranged and connected by a connecting tool.
JP11162981A 1999-06-09 1999-06-09 Driving formwork Pending JP2000352192A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11162981A JP2000352192A (en) 1999-06-09 1999-06-09 Driving formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11162981A JP2000352192A (en) 1999-06-09 1999-06-09 Driving formwork

Publications (1)

Publication Number Publication Date
JP2000352192A true JP2000352192A (en) 2000-12-19

Family

ID=15764956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11162981A Pending JP2000352192A (en) 1999-06-09 1999-06-09 Driving formwork

Country Status (1)

Country Link
JP (1) JP2000352192A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020138994A1 (en) * 2018-12-28 2020-07-02 우선애 Beam form system, beam form manufacturing system, and beam form manufacturing and providing method
JP7550621B2 (en) 2020-11-30 2024-09-13 株式会社竹中工務店 Steel concrete beam structure and construction method for steel concrete beam structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020138994A1 (en) * 2018-12-28 2020-07-02 우선애 Beam form system, beam form manufacturing system, and beam form manufacturing and providing method
JP7550621B2 (en) 2020-11-30 2024-09-13 株式会社竹中工務店 Steel concrete beam structure and construction method for steel concrete beam structure

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