JPH07217215A - Assembling hardware for cast temporary structure - Google Patents

Assembling hardware for cast temporary structure

Info

Publication number
JPH07217215A
JPH07217215A JP3090794A JP3090794A JPH07217215A JP H07217215 A JPH07217215 A JP H07217215A JP 3090794 A JP3090794 A JP 3090794A JP 3090794 A JP3090794 A JP 3090794A JP H07217215 A JPH07217215 A JP H07217215A
Authority
JP
Japan
Prior art keywords
steel
metal fitting
angle steel
fastening bolt
temporary structure
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.)
Granted
Application number
JP3090794A
Other languages
Japanese (ja)
Other versions
JP2646188B2 (en
Inventor
Shinichiro Shibuya
谷 慎 一 郎 渋
Tsutomu Taneichi
市 勉 種
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.)
KOSHUHA CHUZO KK
NIPPON KOSHUHA KOGYO KK
Nippon Koshuha Steel Co Ltd
Original Assignee
KOSHUHA CHUZO KK
NIPPON KOSHUHA KOGYO KK
Nippon Koshuha Steel Co Ltd
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 KOSHUHA CHUZO KK, NIPPON KOSHUHA KOGYO KK, Nippon Koshuha Steel Co Ltd filed Critical KOSHUHA CHUZO KK
Priority to JP6030907A priority Critical patent/JP2646188B2/en
Publication of JPH07217215A publication Critical patent/JPH07217215A/en
Application granted granted Critical
Publication of JP2646188B2 publication Critical patent/JP2646188B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To facilitate the fitting work of a structural steel member, by providing a hollow to contain one side of an angle steel when the other side thereof is held by a fastening bolt and a support. CONSTITUTION:A metal fitting body 2 is made to have a nearly C-shaped form and a fastening bolt 4 is screwed in one side 3 of the C-shaped form and a support part 6 oppositely positioned against the bolt 4 is provided at the other side thereof. Since the fitting body 2 is constituted to have a nearly C-shaped form and one side 3 thereof is formed long to provide a screw hole 8, the bolt 4 is prevented from breaking and the hollow 7 is formed. When a H-shaped steel 20 and one side 21a of an able steel 21 are held by the support part 6 and fastened with the bolt 4, even if the other side 21b of angle steel 21 is erected, the side 21b is contained without obstacles and the steel 20 can be fixed.

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、仮設構造物を組立てる
際、構造用鋼材として使用するH形鋼と山形鋼とを取り
付けるための鋳造製仮設構造物用組立金具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a casting temporary structure assembling metal fitting for mounting an H-shaped steel and a chevron steel used as structural steel materials when assembling a temporary structure.

【0002】[0002]

【従来の技術】従来、仮設構造物を組み立てるにあた
り、構造用の各鋼材を溶接、ボルト締結、あるいは溶接
とボルト締結との併用により固定するのが一般的であっ
た。ところが、上記の各鋼材を溶接により固定するに
は、専門の作業者でなければ作業をすることができず、
また作業自体時間がかかる。解体も面倒で、溶断した鋼
材は再使用できない場合が多い等の不都合がある。ま
た、ボルトにより締結する場合には、ボルトの孔位置を
合わせるのに時間がかかり、この孔位置がズレていると
きは開け直さなければならない等の不都合がある。上記
の溶接とボルト締結とを併用して鋼材を固定する場合
は、上述の各種の不都合がそれぞれの個所において発生
する。
2. Description of the Related Art Conventionally, when assembling a temporary structure, it has been general to fix each structural steel material by welding, bolt fastening, or a combination of welding and bolt fastening. However, in order to fix the above steel materials by welding, only a specialized worker can work,
In addition, the work itself takes time. Disassembling is also troublesome, and there is the inconvenience that the melted steel material cannot be reused in many cases. In addition, when fastening with bolts, it takes time to align the hole positions of the bolts, and if the hole positions are misaligned, there is the inconvenience that the holes must be opened again. When the steel material is fixed by using the above welding and bolt fastening together, the above-mentioned various inconveniences occur at respective points.

【0003】そこで、上記各種の不都合を解消するため
に、図3に示すように略U字状に形成した本体部30の
両側先端にねじ部31・31を設け、それらのねじ部3
1・31にそれぞれボルト32・32を螺合させ、その
ボルト32・32間に構造用鋼材を挟んで締付け固定す
るように構成した鍛造製の組立金具が提供されている。
Therefore, in order to eliminate the above-mentioned various inconveniences, as shown in FIG. 3, screw portions 31, 31 are provided at both ends of a body portion 30 formed in a substantially U shape, and the screw portions 3 are formed.
There is provided a forged assembly fitting configured so that bolts 32 and 32 are screwed into 1 and 31 respectively, and a structural steel material is sandwiched between the bolts 32 and 32 and tightened and fixed.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記従来の鍛
造製組立金具は、鍛造で形成されているため、重量が重
くなるとともに強度も不充分である。そして、わずかな
力で塑性変形するから、クランプ力が低くて重仮設構造
物に使用した場合、接合部に緩みが生じるために一番重
要な組立てた仮設構造物自体の安全性の確保ができなか
った。
However, since the above-mentioned conventional forged assembly metal fittings are formed by forging, the weight is heavy and the strength is insufficient. Also, since it deforms plastically with a small amount of force, when it is used for heavy temporary structures due to low clamping force, it is possible to secure the safety of the assembled temporary structure, which is the most important because the joint part becomes loose. There wasn't.

【0005】また、仮設構造物を組み立てる場合、その
構造用鋼材としてのH形鋼は支柱、桁に、山形鋼は水平
あるいは垂直ブレースに使用される。図2について説明
すると、支柱あるいは桁たる2本のH形鋼20・20間
に水平あるいは垂直ブレースたる山形鋼21をX字状に
取り付けるものであるが、そのH形鋼20に山形鋼21
を取り付けるあたり、その取付部Aの鋭角側1Aでは、
その角度が小さくなって前記従来のようなU字状金具は
使用できないことがある。そして、反対側の角度が大き
い側2AからU字状金具により、山形鋼21をH形鋼2
0に固定しようとすると、山形鋼の立上がり部を跨いで
締結しなければならないのでボルトの突き出し長さが長
くなって仮設構造物自体に大きな荷重がかかった場合、
強度が足りなくなくなりボルトが折れるような不都合が
ある。
When assembling a temporary structure, H-shaped steel as structural steel is used for columns and girders, and angle steel is used for horizontal or vertical braces. Referring to FIG. 2, a chevron steel 21 that is a horizontal or vertical brace is attached in an X shape between two H-beams 20 and 20 that are columns or girders.
At the time of mounting, on the acute angle side 1A of the mounting portion A,
The angle becomes small and the conventional U-shaped metal fitting may not be used. Then, the angle steel 21 is changed to the H-shaped steel 2 from the side 2A having a large angle on the opposite side by the U-shaped metal fitting.
If you try to fix it to 0, you will have to fasten it over the rising part of the angle steel, so if the protruding length of the bolt becomes long and a large load is applied to the temporary structure itself,
There is an inconvenience that the strength is insufficient and the bolt is broken.

【0006】本発明は、上記に鑑みて提案されたもの
で、間隔を置いて配置した2本のH形鋼間に山形鋼をX
字状に取り付ける場合に、特に有効な鋳造製仮設構造物
用組立金具を得ることを目的とする。
The present invention has been proposed in view of the above, and an angle steel is X-shaped between two H-shaped steels arranged at intervals.
The purpose of the present invention is to obtain a particularly effective casting metal fitting for a temporary structure when it is attached in a letter shape.

【0007】[0007]

【課題を解決するための手段】本発明の鋳造製仮設構造
物用組立金具は上記の目的を達成するために、金具本体
を略C字状に形成し、そのC字状の一端部側に締結ボル
トを螺合し、他端部側に上記の締結ボルトに対向する支
持部を設け、上記の締結ボルトと支持部とにより山形鋼
の一辺を挟んだとき、その山形鋼の他の一辺を内包する
凹部を上記の金具本体に形成するものである。
In order to achieve the above object, the casting metal fitting for a temporary structure of the present invention has a metal fitting body formed in a substantially C shape, and one end portion side of the C shape is formed. The fastening bolts are screwed together, the other end side is provided with a support portion facing the above fastening bolts, and when one side of the angle steel is sandwiched by the above fastening bolt and the support portion, the other side of the angle steel is The recess to be included is formed in the metal fitting body.

【0008】そして、上記の金具本体をC:3.0〜
4.0wt%、Si:2.0〜3.5wt%、Mn:0.1
〜0.7wt%を含有し、またはさらにCu:0.1〜
2.0wt%、Ni:0.1〜2.0wt%、Mo:0.0
5〜0.5wt%のうち一種またはそれ以上を含有させ、
残部が実質的にFe及び微量不純物からなるダクタイル
鋳鉄で形成し、820〜950℃に0.5〜5時間保持
した後、直ちに280〜360℃に急冷し、その温度で
0.5時間以上保持するオーステンパ処理を施したもの
である。
Then, the above metal fitting body is set to C: 3.0-
4.0 wt%, Si: 2.0-3.5 wt%, Mn: 0.1
˜0.7 wt%, or even Cu: 0.1
2.0 wt%, Ni: 0.1 to 2.0 wt%, Mo: 0.0
5 to 0.5 wt% of one or more,
The balance is made of ductile cast iron consisting essentially of Fe and trace impurities, and after holding at 820 to 950 ° C for 0.5 to 5 hours, it is immediately cooled to 280 to 360 ° C and kept at that temperature for 0.5 hours or more. Austempered.

【0009】[0009]

【作用】上記の構成により、H形鋼に山形鋼を沿わせ
て、そのH形鋼と山形鋼の一辺とを、略C字状に形成し
た金具本体の一端部側に螺合した締結ボルトと、他端部
側に形成した支持部との間に、挿入しても山形鋼の立上
った他の一辺が金具本体の凹部に内包されるからH形鋼
と山形鋼とを共締め固定することができる。
With the above structure, the angled steel is provided along the H-shaped steel, and the H-shaped steel and one side of the angled steel are screwed to one end side of the metal fitting body formed in a substantially C shape. And the support portion formed on the other end side, the other side of the angle steel is raised even if it is inserted, so that the H-shaped steel and the angle steel are jointly tightened. Can be fixed.

【0010】また、金具本体が、C:3.0〜4.0wt
%、Si:2.0〜3.5wt%,Mn:0.1〜0.7
wt%を含有し、またはさらにCu:0.1〜2.0wt
%、Ni:0.1〜2.0wt%,Mo:0.05〜0.
5wt%のうち一種またはそれ以上を含有させ、残部が実
質的にFe及び微量不純物からなる組成範囲のオーステ
ンパ球状黒鉛鋳鉄であるため高強度であり、重仮設構造
物に使用した場合でも、接合部が緩むことはないため安
全であり、鋳造製のため一体成形ができるし、成形も容
易である。しかも高強度であるから肉厚も薄くできるし
小型化も可能となり全体に軽量にできる。
The metal fitting body has a C: 3.0 to 4.0 wt.
%, Si: 2.0 to 3.5 wt%, Mn: 0.1 to 0.7
wt% or further Cu: 0.1-2.0 wt
%, Ni: 0.1-2.0 wt%, Mo: 0.05-0.
Austempered spheroidal graphite cast iron containing 5% by weight or more of 1 wt% or more and the balance substantially consisting of Fe and trace impurities has high strength, and even when used in heavy temporary structures, the joint It is safe because it does not come loose, and can be integrally molded because it is cast, and molding is easy. Moreover, because of its high strength, the wall thickness can be made thin and the size can be reduced, and the overall weight can be reduced.

【0011】[0011]

【実施例】以下、本発明の実施例を図面に基づいて詳細
に説明する。図1は本発明の鋳造製仮設構造物用組立金
具1を用いて、H形鋼20に山形鋼21を取り付けた状
態を示す正面図である。同図に示すように、本発明の組
立金具1は、金具本体2を略C字状に形成し、そのC字
状の一端部側3に締結ボルト4を螺合し、他端部側5に
上記の締結ボルト4に対向する支持部6を設け、上記の
締結ボルト4と支持部6とで山形鋼21の一辺21aを
挟んだとき、その山形鋼21の他の一辺21bを内包す
る凹部7を上記の金具本体2に形成したものである。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a front view showing a state in which an angle steel 21 is attached to an H-shaped steel 20 by using the casting temporary structure assembling metal fitting 1 of the present invention. As shown in the figure, in the assembled metal fitting 1 of the present invention, the metal fitting body 2 is formed in a substantially C shape, the fastening bolt 4 is screwed to one end side 3 of the C shape, and the other end side 5 is formed. When the one side 21a of the chevron steel 21 is sandwiched between the fastening bolt 4 and the support portion 6, the concave portion that encloses the other side 21b of the chevron steel 21 is provided. 7 is formed on the metal fitting body 2 described above.

【0012】上記の金具本体2は後述するように鋳造に
より略C字状に形成するもので、締結ボルト4を螺合す
る一端部側3を長く形成してねじ孔8を穿孔すると、締
結ボルト4が折れるのを防止できる。そして、そのC字
状の一端部側3を長く形成したことにより凹部7を形成
することができるから、H形鋼20と山形鋼21の一辺
21aを支持部6で受けて締結ボルト4で共締めしたと
き、その山形鋼21の他の一辺21bが設立状態であっ
ても、その一辺21bは上記凹部7に内包されて邪魔に
なることはない。9は金具本体2の捩れを防止するため
のリブである。
The metal fitting body 2 is formed into a substantially C-shape by casting, as will be described later. When the one end side 3 into which the fastening bolt 4 is screwed is formed long and the screw hole 8 is drilled, the fastening bolt is formed. 4 can be prevented from breaking. Since the concave portion 7 can be formed by forming the C-shaped one end portion side 3 to be long, the H-shaped steel 20 and the one side 21a of the angled steel 21 are received by the support portion 6 and the fastening bolt 4 is used together. When tightened, even if the other side 21b of the angle steel 21 is in the established state, the one side 21b is not included in the recess 7 and becomes an obstacle. Reference numeral 9 is a rib for preventing the metal fitting body 2 from being twisted.

【0013】本発明の鋳造製仮設構造物用組立金具1を
使用すれば、上記のように山形鋼21の立上り辺21b
を跨いだ状態で山形鋼21をH形鋼20に取り付けるこ
とができるから、前記の図2について説明したような2
本のH形鋼20・20間に、山形鋼21をX字状に取り
付ける場合であっても何ら問題はないものである。
If the casting temporary structure assembly metal fitting 1 according to the present invention is used, the rising side 21b of the angle steel 21 as described above.
Since the angle steel 21 can be attached to the H-shaped steel 20 in a state where the angle steel 21 is straddled,
There is no problem even when the angle steel 21 is attached in the X shape between the H-shaped steels 20 and 20 of the book.

【0014】そして、上記の金具本体2は、C:3.0
〜4.0wt%、Si:2.0〜3.5wt%、Mn:0.
1〜0.7wt%を含有し、またはさらにCu:0.1〜
2.0wt%、Ni:0.1〜2.0wt%、Mo:0.0
5〜0.5wt%のうち一種またはそれ以上を含有させ、
残部が実質的にFe及び微量不純物からなるダクタイル
鋳鉄で形成し、820〜950℃に0.5〜5時間保持
した後、直ちに280〜360℃に急冷し、その温度で
0.5時間以上保持するオーステンパ処理を施して構成
される。
The metal fitting body 2 has C: 3.0.
.About.4.0 wt%, Si: 2.0 to 3.5 wt%, Mn: 0.
1 to 0.7 wt%, or further Cu: 0.1
2.0 wt%, Ni: 0.1 to 2.0 wt%, Mo: 0.0
5 to 0.5 wt% of one or more,
The balance is made of ductile cast iron consisting essentially of Fe and trace impurities, and after holding at 820 to 950 ° C for 0.5 to 5 hours, it is immediately cooled to 280 to 360 ° C and kept at that temperature for 0.5 hours or more. Austempering is performed.

【0015】ここで、C:3.0〜4.0wt%としたの
は、3.0%未満ではチルしやすく、4.0%を越える
と球状化処理した時、ドロスの発生が多くなるからであ
り、Si:2.0〜3.5wt%としたのは、2.0%未
満ではチルしやすく鋳造性が悪くなり、あまり多くなる
と黒鉛が粗大化し、靭性を低下させるため3.5%以下
とするのが良く、Mn:0.1〜0.7wt%としたの
は、0.1%未満では熱処理時の焼入性が悪く、0.7
%を越えると共晶セル境界部への偏析が顕著になり靭性
の低下を招くからである。
C: 3.0 to 4.0% by weight means that if it is less than 3.0%, chilling tends to occur, and if it exceeds 4.0%, dross increases when spheroidized. The reason why Si: 2.0 to 3.5 wt% is that if less than 2.0%, chilling is likely to occur and the castability becomes poor, and if too much, the graphite becomes coarse and the toughness decreases, so 3.5. % Or less, and Mn: 0.1 to 0.7 wt% is because if less than 0.1%, the hardenability during heat treatment is poor and 0.7
If it exceeds%, segregation at the boundary of the eutectic cell becomes remarkable and the toughness is lowered.

【0016】Cu:0.1〜2.0wt%としたのは、ベ
ーナイト化促進効果があるため有効な元素であるが、
0.1wt%未満では効果が薄い。2.0%を越えると靭
性が低下するからであり、Ni:0.1〜2.0wt%と
したのは、べーナイト化促進効果があるため、有効な元
素であるが、0.1%未満では効果が薄い。2.0%を
越えると靭性が低下するからであり、Mo:0.05〜
0.5wt%としたのは、ベーナイト化促進効果があるた
め、有効な元素であるが、0.05%未満では効果が薄
い。0.5%を越えると靭性が低下するからである。
Cu: 0.1 to 2.0 wt% is an effective element because it has an effect of promoting bainite formation.
If it is less than 0.1 wt%, the effect is small. This is because if it exceeds 2.0%, the toughness decreases, and Ni: 0.1 to 2.0 wt% is an effective element because it has a banitizing promoting effect, but 0.1% If less than, the effect is weak. This is because if it exceeds 2.0%, the toughness decreases, and Mo: 0.05-
0.5 wt% is an effective element because it has a bainite promoting effect, but if it is less than 0.05%, the effect is small. This is because if it exceeds 0.5%, the toughness decreases.

【0017】また、オーステナイト化温度と時間におい
て、820〜950℃に0.5〜5時間としたのは、8
20℃未満のオーステナイト化温度では均一なオーステ
ナイトが得られず、950℃を越えるとオーステナイト
中に固溶するC量が多くなり、オーステンパ処理後の靭
性が低下する。保持時間は0.5時間以上でなければ均
一なオーステナイトが得られず、また5時間を越えると
オーステナイト結晶粒が粗大化し、機械的性質が劣化す
るからである。
The austenitizing temperature and time are set to 820 to 950 ° C. for 0.5 to 5 hours.
If the austenitizing temperature is lower than 20 ° C., uniform austenite cannot be obtained, and if the temperature exceeds 950 ° C., the amount of C dissolved in austenite increases, and the toughness after austempering decreases. This is because if the holding time is not less than 0.5 hours, uniform austenite cannot be obtained, and if it exceeds 5 hours, the austenite crystal grains become coarse and the mechanical properties deteriorate.

【0018】更に、オーステンパ処理温度と時間におい
て、280℃〜360℃に0.5時間以上としたのは、
280℃未満では靭性が低く、360℃を越えると強度
が低くなる。保持時間は0.5時間未満であると恒温変
態が充分に行われず、完全なベーナイト組織が得られな
いからである。
Further, the austempering temperature and time are set to 280 ° C. to 360 ° C. for 0.5 hours or more.
If it is less than 280 ° C, the toughness is low, and if it exceeds 360 ° C, the strength is low. This is because if the holding time is less than 0.5 hours, the isothermal transformation is not sufficiently performed and a complete bainite structure cannot be obtained.

【0019】金具本体2を上記のように形成すると、高
強度であるから肉厚を薄くできて軽量になる。また、一
体成形できるから、製造も容易である。
When the metal fitting body 2 is formed as described above, since it has high strength, it can be made thin and lightweight. Further, since it can be integrally molded, it is easy to manufacture.

【0020】[0020]

【発明の効果】本発明の鋳造製仮設構造物用組立金具は
上記のように、金具本体を略C字状に形成し、そのC字
状の一端部側に締結ボルトを螺合し、他端部側に上記の
締結ボルトに対向する支持部を設け、上記の締結ボルト
と支持部とにより山形鋼の一辺を挟んだとき、その山形
鋼の他の一辺を内包する凹部を上記の金具本体に形成し
たから、本発明の組立金具を使用すれば、間隔をおいて
配置した2本のH形鋼間に山形鋼をX字状に簡単に取付
けることができる。
As described above, in the casting temporary structure assembly metal fitting of the present invention, the metal fitting main body is formed in a substantially C-shape, and the fastening bolt is screwed to one end of the C-shape. A support portion facing the above fastening bolt is provided on the end side, and when one side of the angle steel is sandwiched by the above fastening bolt and the support portion, a recess containing the other side of the angle steel is formed into the above metal fitting body. Therefore, by using the assembly metal fitting of the present invention, it is possible to easily attach the angle steel to the X shape between the two H-shaped steels arranged at intervals.

【0021】また、金具本体が、C:3.0〜4.0wt
%、Si:2.0〜3.5wt%,Mn:0.1〜0.7
wt%を含有し、またはさらにCu:0.1〜2.0wt
%、Ni:0.1〜2.0wt%,Mo:0.05〜0.
5wt%のうち一種またはそれ以上を含有させ、残部が実
質的にFe及び微量不純物からなる組成範囲のオーステ
ンパ球状黒鉛鋳鉄であるため高強度であり、重仮設構造
物に使用した場合でも、接合部が緩むことはないため安
全であり、鋳造製のため一体成形ができるし、成形も容
易である。しかも高強度であるから肉厚も薄くできるし
小型化も可能となり全体に軽量にできるから、従来発生
していた各種の不都合が良く解決できて、この種の組立
金具として有効適切である。
Further, the metal fitting body has C: 3.0 to 4.0 wt.
%, Si: 2.0 to 3.5 wt%, Mn: 0.1 to 0.7
wt% or further Cu: 0.1-2.0 wt
%, Ni: 0.1-2.0 wt%, Mo: 0.05-0.
Austempered spheroidal graphite cast iron containing 5% by weight or more of 1 wt% or more and the balance substantially consisting of Fe and trace impurities has high strength, and even when used in heavy temporary structures, the joint It is safe because it does not come loose, and can be integrally molded because it is cast, and molding is easy. Moreover, because of its high strength, it can be made thin and compact, and can be made light in weight as a whole. Therefore, various inconveniences that have occurred in the past can be solved well, and it is effective and suitable as an assembly fitting of this kind.

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

【図1】本発明の組立金具の使用状態を示す正面図であ
る。
FIG. 1 is a front view showing a use state of an assembly fitting of the present invention.

【図2】本発明の組立金具の好適な使用位置を示す斜視
図である。
FIG. 2 is a perspective view showing a preferred use position of the assembly metal fitting of the present invention.

【図3】従来の組立金具の正面図である。FIG. 3 is a front view of a conventional assembly fitting.

【符号の説明】[Explanation of symbols]

1 組立金具 2 C字状の金具本体 3 C字状の一端部側 5 C字状の他端部側 4 締結ボルト 6 支持部 7 凹部 20 H形鋼 21 山形鋼 DESCRIPTION OF SYMBOLS 1 Assembly metal fitting 2 C-shaped metal fitting body 3 C-shaped one end side 5 C-shaped other end side 4 Fastening bolt 6 Support portion 7 Recessed portion 20 H-shaped steel 21 Angle steel

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 金具本体を略C字状に形成し、そのC字
状の一端部側に締結ボルトを螺合し、他端部側に上記の
締結ボルトに対向する支持部を設け、上記の締結ボルト
と支持部とにより山形鋼の一辺を挟んだとき、その山形
鋼の他の一辺を内包する凹部を上記の金具本体に形成し
たことを特徴とする鋳造製仮設構造物用組立金具。
1. A metal fitting body is formed into a substantially C-shape, a fastening bolt is screwed into one end of the C-shape, and a support portion facing the above-mentioned fastening bolt is provided on the other end thereof. An assembly metal fitting for a cast temporary structure, characterized in that, when one side of the angle steel is sandwiched between the fastening bolt and the supporting portion, a recess containing the other side of the angle steel is formed in the metal body.
【請求項2】 金具本体をC:3.0〜4.0wt%、S
i:2.0〜3.5wt%、Mn:0.1〜0.7wt%を
含有し、またはさらにCu:0.1〜2.0wt%、N
i:0.1〜2.0wt%、Mo:0.05〜0.5wt%
のうち1種またはそれ以上を含有させ、残部が実質的に
Fe及び微量不純物からなるダクタイル鋳鉄で形成し、
820〜950℃に0.5〜5時間保持した後、直ちに
280〜360℃に急冷し、その温度で0.5時間以上
保持するオーステンパ処理を施した請求項1記載の鋳造
製仮設構造物用組立金具。
2. The metal fitting body comprises C: 3.0 to 4.0 wt% and S
i: 2.0-3.5 wt%, Mn: 0.1-0.7 wt%, or further Cu: 0.1-2.0 wt%, N
i: 0.1 to 2.0 wt%, Mo: 0.05 to 0.5 wt%
One or more of these are contained, and the balance is made of ductile cast iron consisting essentially of Fe and trace impurities,
The casting temporary structure according to claim 1, wherein after being held at 820 to 950 ° C. for 0.5 to 5 hours, it is immediately cooled to 280 to 360 ° C. and subjected to an austempering treatment for holding at that temperature for 0.5 hour or more. Assembly metal fittings.
JP6030907A 1994-02-02 1994-02-02 Assembly metal fittings for temporary structures Expired - Fee Related JP2646188B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6030907A JP2646188B2 (en) 1994-02-02 1994-02-02 Assembly metal fittings for temporary structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6030907A JP2646188B2 (en) 1994-02-02 1994-02-02 Assembly metal fittings for temporary structures

Publications (2)

Publication Number Publication Date
JPH07217215A true JPH07217215A (en) 1995-08-15
JP2646188B2 JP2646188B2 (en) 1997-08-25

Family

ID=12316793

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6030907A Expired - Fee Related JP2646188B2 (en) 1994-02-02 1994-02-02 Assembly metal fittings for temporary structures

Country Status (1)

Country Link
JP (1) JP2646188B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013256977A (en) * 2012-06-11 2013-12-26 Meiyu:Kk Single bolt type clamp
CN103567781A (en) * 2013-10-11 2014-02-12 中航飞机股份有限公司西安飞机分公司 Numerical control machining clamping method of long and thin sectional material part

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5733971A (en) * 1980-07-31 1982-02-24 Masahiko Shima Connecting hole matching method and hole matching instrument used for said method
JPS5875667U (en) * 1981-11-11 1983-05-21 大成プレハブ株式会社 Jig for mounting fittings
JPS5962146U (en) * 1982-10-20 1984-04-24 清水 潔 clamp
JPS643105U (en) * 1987-06-23 1989-01-10

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5733971A (en) * 1980-07-31 1982-02-24 Masahiko Shima Connecting hole matching method and hole matching instrument used for said method
JPS5875667U (en) * 1981-11-11 1983-05-21 大成プレハブ株式会社 Jig for mounting fittings
JPS5962146U (en) * 1982-10-20 1984-04-24 清水 潔 clamp
JPS643105U (en) * 1987-06-23 1989-01-10

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013256977A (en) * 2012-06-11 2013-12-26 Meiyu:Kk Single bolt type clamp
CN103567781A (en) * 2013-10-11 2014-02-12 中航飞机股份有限公司西安飞机分公司 Numerical control machining clamping method of long and thin sectional material part

Also Published As

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