JPS6329052Y2 - - Google Patents

Info

Publication number
JPS6329052Y2
JPS6329052Y2 JP16824882U JP16824882U JPS6329052Y2 JP S6329052 Y2 JPS6329052 Y2 JP S6329052Y2 JP 16824882 U JP16824882 U JP 16824882U JP 16824882 U JP16824882 U JP 16824882U JP S6329052 Y2 JPS6329052 Y2 JP S6329052Y2
Authority
JP
Japan
Prior art keywords
support
seat
support body
formwork
hanging
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
JP16824882U
Other languages
Japanese (ja)
Other versions
JPS5971805U (en
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 filed Critical
Priority to JP16824882U priority Critical patent/JPS5971805U/en
Publication of JPS5971805U publication Critical patent/JPS5971805U/en
Application granted granted Critical
Publication of JPS6329052Y2 publication Critical patent/JPS6329052Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は建築用支持金具に係り、特には対向す
る梁型枠間に架設する大引を該梁型枠に仮支持さ
せるための金物に関するものである。
[Detailed Description of the Invention] The present invention relates to a supporting metal fitting for construction, and more particularly to a metal fitting for temporarily supporting a large drawer constructed between opposing beam forms on the beam forms.

コンクリート建築において、階層間の梁を形成
すると共に床面を形成するときは、まず梁型枠を
架構後、該梁型枠間に大引を架け渡し、かつ、大
引を既設の床面から支柱にて支持させ、大引間に
適宜鋼管などの補強体を載設して、それらのうえ
にパネルを敷き、配筋等をしてコンクリート打込
みをする。
In concrete construction, when forming beams between floors and forming floors, first construct the beam formwork, then extend the cross-section between the beam forms, and connect the cross-section from the existing floor surface. It will be supported by pillars, reinforcing bodies such as steel pipes will be placed on the large hikima, panels will be laid on top of these, reinforcement will be arranged, and concrete will be poured.

この型枠構築工事において、前記大引はその本
数も多く、既に構築した梁型枠の対向部間に架け
渡すため、少なくとも3人を一組とする作業員が
必要であり、かつ、大引は床パネルのレベル出し
の基準ともなるのでその取付位置の測定、確認作
業に熟練を用し、型枠架構工事において最も能率
を低下させている工程といえる。
In this formwork construction work, there are a large number of the above-mentioned large pullers, and in order to bridge between the opposing parts of the already constructed beam formwork, a team of at least three people is required. This is also the standard for leveling the floor panels, so it requires skill to measure and confirm the installation position, and can be said to be the process that reduces efficiency the most in formwork construction work.

従来、この大引の仮支持は、梁型枠の側部に大
引を当接し、かつ、釘着をする程度であつて、大
引自体は鋼管支柱にて既設の床面から支持されて
いるが、この施工が悪ければ鋼管支柱によるレベ
ル調整も有効に行えなくなる欠点がある。したが
つて、型成形される床面のレベルに誤差を生じ、
好ましいものでないことは当然である。
Conventionally, this temporary support for the pull-in was done by abutting the pull-in against the side of the beam formwork and nailing it, and the pull-in itself was supported from the existing floor using steel pipe supports. However, if the construction is poor, level adjustment using steel pipe supports will not be effective. Therefore, errors occur in the level of the floor surface to be molded,
Naturally, this is not desirable.

本考案はかかる事情に鑑み、大引の架構を極め
て容易になし得て作業能率を向上させるととも
に、架構精度の向上を図ることのできる建築用支
持金具を提供することを目的とするものである。
In view of the above circumstances, it is an object of the present invention to provide a support metal fitting for construction that can extremely easily construct a large frame, improve work efficiency, and improve the accuracy of the frame. .

以下、本考案を図示の実施例に基づいて説明す
る。
Hereinafter, the present invention will be explained based on the illustrated embodiments.

第1図は全体の構成を、第2図から第4図は使
用状態をそれぞれ示している。第1図において、
1は座部であつて、略T字型をなした板金からな
り、大引などの角材の端部を載置できる横巾と長
さ寸法とを有している。座部1の端部1aは直角
に曲げ形成されて型枠などの支持体側部に当接で
きる。この座部1における他端両翼から斜め上方
に伸延して一対の吊支部2が一体形成されてい
る。この吊支部2は、その端部2aに、型枠4な
どの支持体上面に連結されるための孔3を備えて
いる。この孔3を穿設した部分は支持体上面と同
一レベルを成し得るように、両者が同一平面上に
ある。そして、当該部分は吊支体2を曲げ形成し
て成るものであるが、これは吊支体2が板金から
なるので構造上の制約から生ずるものであつて、
材料によつては敢て曲げ形成するまでもない。な
お、座部1の全体長さは吊支部2の平面投影長さ
よりも長くしてある。そこでこの建築用支持金具
を、例えば前記大引の仮支持に使用する例につい
て説明すると、第2図に示すように、既設の梁型
枠4の適宜部位において、吊支部2の各端部2a
に釘5を打入して梁型枠縁体4aの上面に釘着す
る。このとき座部1の端部1aは梁型枠側板4b
と直交する如く当接する。かくして単に釘2本を
打込むことにより、建築用支持金具が梁型枠に固
定されると、大引6の端部を架設する仮支持構体
が完成するものであり、梁型枠縁体4aの上面レ
ベルは通常全て水平に架構されているので、対向
する梁型枠4間において取付けられる建築用支持
金具は全て同一水平面に配置されることになる。
かくして、大引6の仮支持構体が取付けられれ
ば、後は、第3図に示すように大引6を載架し、
かつ、第4図に示すように、鋼管支柱7にて大引
6を支持させ、更に大引6間に鋼管8を架け渡
し、それらの上にパネル9を敷設して床面型枠を
形成するものである。
FIG. 1 shows the overall configuration, and FIGS. 2 to 4 show the state of use. In Figure 1,
Reference numeral 1 denotes a seat, which is made of a substantially T-shaped sheet metal and has a width and a length on which the end of a square piece of wood, such as a log, can be placed. The end portion 1a of the seat portion 1 is bent at a right angle so as to be able to abut against the side of a support such as a mold. A pair of hanging supports 2 are integrally formed extending obliquely upward from both wings at the other end of the seat 1. This hanging support 2 is provided with a hole 3 at its end 2a for connection to the upper surface of a support such as a formwork 4. The hole 3 is on the same plane as the upper surface of the support. This part is formed by bending the suspension support 2, but this is due to structural constraints since the suspension support 2 is made of sheet metal.
Depending on the material, there is no need to intentionally bend the material. Note that the overall length of the seat portion 1 is longer than the planar projection length of the hanging support 2. Therefore, to explain an example in which this architectural support fitting is used, for example, for temporary support of the above-mentioned large pull, as shown in FIG. 2, each end 2a of the hanging branch 2 is
Nails 5 are driven in and nailed to the upper surface of the beam frame edge 4a. At this time, the end 1a of the seat 1 is connected to the beam form side plate 4b.
contact perpendicularly to. In this way, when the architectural support fittings are fixed to the beam formwork by simply driving two nails, a temporary support structure for erecting the end of the main drawer 6 is completed, and the beam form frame edge 4a is completed. Since the upper surface level of the beam formwork 4 is normally constructed horizontally, all the architectural supports installed between the opposing beam formworks 4 are arranged on the same horizontal plane.
Once the temporary support structure for the Ohiki 6 is installed in this way, the only thing left to do is to place the Ohiki 6 on a rack as shown in FIG.
In addition, as shown in FIG. 4, the steel pipe struts 7 support the main drawers 6, furthermore, the steel pipes 8 are spanned between the large drawers 6, and the panels 9 are laid on top of them to form a floor formwork. It is something to do.

以上記載した本考案によれば、大引を梁型枠間
に架設するなどの如く角材の端部を直交位で仮支
持する際、吊支部を釘着するのみの簡単な作業で
取付施工ができてレベル出しが自ずとなされ、大
引などの角材を水平に載架できる支持金物を得る
ので、大引架構作業が極めて簡素化され、作業能
率を向上させるとともに、作業精度の向上を図る
ことができる。しかもレベル出し作業を伴なわな
いので熟練を要することなく、素人でも大引の架
構作業をなすことができ、また作業人員の大巾な
削減をなすことができる。更に、本考案の構成は
極めて簡単にして製造容易であり、コスト低廉に
して長期使用もでき、極めて経済的である。そし
て、本考案は大引の仮支持に限ることなく、その
他の角材を支持する為の金物として、一般的に利
用できる利点もある。
According to the present invention described above, when the ends of square timbers are temporarily supported in orthogonal positions, such as when erecting a daihiki between beam forms, the installation can be carried out by simply nailing the hanging branches. Since the structure is automatically leveled and supports metal parts that can be used to horizontally mount square timbers such as large-scale timbers, the large-scale construction work is extremely simplified, improving work efficiency and improving work accuracy. can. Moreover, since leveling work is not involved, even an amateur can carry out the large-drawing frame work without requiring any skill, and the number of workers can be greatly reduced. Furthermore, the structure of the present invention is extremely simple and easy to manufacture, and is inexpensive and can be used for a long period of time, making it extremely economical. Furthermore, the present invention has the advantage that it can be used not only as a temporary support for large-sized timbers, but also as a general hardware for supporting other square timbers.

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

第1図は本考案に係る建築用支持金具の斜視全
体図、第2図乃至第4図は使用状態を示し、第2
図は梁型枠の部分断面斜視図、第3図は支持状態
を示す縦断面図、第4図は梁と床の型枠構成を示
す縦断面図である。 1……座部、2……吊支部、3……孔、4……
梁型枠、5……釘、6……大引、7……鋼管支
柱、8……鋼管、9……パネル。
FIG. 1 is a perspective overall view of the architectural support metal fitting according to the present invention, FIGS. 2 to 4 show the state of use, and FIG.
3 is a longitudinal sectional view showing the support state, and FIG. 4 is a longitudinal sectional view showing the structure of the beam and floor formwork. 1... Seat, 2... Hanging branch, 3... Hole, 4...
Beam formwork, 5...Nails, 6...Drawings, 7...Steel pipe supports, 8...Steel pipes, 9...Panels.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 角材の端部を直交位で仮支持する為の金物であ
つて、略T字型の座部を備え、該座部の両翼から
斜上方に伸延して支持体に連結可能な吊支部が一
体形成され、該吊支部を支持体に釘結するととも
に前記座部の一端が支持体の側面に当接して三角
形状の構体を形成することを特徴とする建築用支
持金具。
It is a hardware for temporarily supporting the ends of square timbers in an orthogonal position, and is equipped with a substantially T-shaped seat, and is integrated with hanging supports that extend obliquely upward from both wings of the seat and can be connected to the support body. 1. An architectural support metal fitting, characterized in that the suspension branch is nailed to a support body, and one end of the seat portion abuts a side surface of the support body to form a triangular structure.
JP16824882U 1982-11-05 1982-11-05 Architectural support fittings Granted JPS5971805U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16824882U JPS5971805U (en) 1982-11-05 1982-11-05 Architectural support fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16824882U JPS5971805U (en) 1982-11-05 1982-11-05 Architectural support fittings

Publications (2)

Publication Number Publication Date
JPS5971805U JPS5971805U (en) 1984-05-16
JPS6329052Y2 true JPS6329052Y2 (en) 1988-08-04

Family

ID=30367873

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16824882U Granted JPS5971805U (en) 1982-11-05 1982-11-05 Architectural support fittings

Country Status (1)

Country Link
JP (1) JPS5971805U (en)

Also Published As

Publication number Publication date
JPS5971805U (en) 1984-05-16

Similar Documents

Publication Publication Date Title
US7882665B2 (en) Construction configurations and construction methods of steel houses
US20050188638A1 (en) Apparatus and method for composite concrete and steel floor construction
US20030233801A1 (en) Apparatus and method for composite concrete and steel floor construction
JPS6329052Y2 (en)
US2379636A (en) Method of making reinforced concrete buildings
KR100637861B1 (en) The horizontal supporter and the construction structure of concrete forms for slab of aptment balcony
JP3138112U (en) Roof unit structure and connecting hardware used therefor
CN210500218U (en) Deposit support of multiple specification precast concrete wallboard
JPH069243Y2 (en) Temporary beam mounting structure for curved roof formwork
JP3244102U (en) Steel house foundation structure and anchor set used therein
JPS6212028Y2 (en)
JPH048199Y2 (en)
JPS6316436Y2 (en)
JP2759361B2 (en) Pillar support members for building reinforced concrete buildings
EP0095480A1 (en) A method of erecting a building construction and a reinforcing element for use in the method
JPS6134460Y2 (en)
JPH0125152Y2 (en)
JPS5829697Y2 (en) Shoring
JPH07119522B2 (en) Formwork device
JP3015819U (en) Panel mounting structure and panel unit for wooden buildings
JPH0728260Y2 (en) ALC wall panel mounting structure
KR200383688Y1 (en) The horizontal supporter for concrete forms of balcony slab
JPH0327166Y2 (en)
JPH0421375Y2 (en)
JPH0754401Y2 (en) Support mounting structure