JPH08312004A - Insert - Google Patents

Insert

Info

Publication number
JPH08312004A
JPH08312004A JP12373895A JP12373895A JPH08312004A JP H08312004 A JPH08312004 A JP H08312004A JP 12373895 A JP12373895 A JP 12373895A JP 12373895 A JP12373895 A JP 12373895A JP H08312004 A JPH08312004 A JP H08312004A
Authority
JP
Japan
Prior art keywords
concrete plate
long nut
concrete
insert
bar arrangement
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
JP12373895A
Other languages
Japanese (ja)
Other versions
JP2791649B2 (en
Inventor
Kyuji Kamimaki
久二 上牧
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.)
HOKOKU JUKI KK
Original Assignee
HOKOKU JUKI KK
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 HOKOKU JUKI KK filed Critical HOKOKU JUKI KK
Priority to JP7123738A priority Critical patent/JP2791649B2/en
Publication of JPH08312004A publication Critical patent/JPH08312004A/en
Application granted granted Critical
Publication of JP2791649B2 publication Critical patent/JP2791649B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE: To prevent the destruction trouble of a concrete plate by arranging a pair of bar arrangement members welded at a fixed inclination angle at the axial tip part of a long nut buriedly provided in parallel to the surface and back of the concrete plate. CONSTITUTION: An insert is composed of a long nut 21 buriedly provided along the edge 9a of a concrete plate 9 and a pair of bar arrangement members 22, 22 which are weldedly fixed to the tip part of the long nut 21 in parallel to the surface and back of the concrete plate 9 with inclinations formed mutually opposite in an axial direction at about 30 degrees. The bar arrangement members 22, 22 welded in this way can surely resist against bending force at the time of the drawing out of a pattern and erection for concrete 9 and also drawing out force at the time of hanging up.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はコンクリート板の脱型
時、建て起こし時、及び吊り上げ時に使用するインサー
ト、更に詳細にはコンクリート板の縁部に設けられ、コ
ンクリート板の脱型時、建て起こし時、及び吊り上げ時
に生ずる該コンクリート板の剪断破壊や引き抜きを防止
し得るインサートに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an insert used for releasing a concrete plate, raising it, and lifting it, more specifically, it is provided on an edge of the concrete plate and is used for releasing the concrete plate from the mold. The present invention relates to an insert capable of preventing shear failure or pulling out of the concrete plate that occurs at the time of lifting or lifting.

【0002】[0002]

【従来の技術】従来から、コンクリート板9には、主と
してコンクリート板9の吊り上げ時に生ずる該コンクリ
ート板9の剪断破壊を防止すると共に、吊り治具(図示
せず)を連結するためのインサートと称される長ナット
11が埋設されているが、コンクリート板9の脱型時、
及び建て起こし時に該コンクリート板9が剪断破壊(破
壊部分8)を来たすことが度々あった(図1(a))。
2. Description of the Related Art Conventionally, a concrete plate 9 is referred to as an insert for mainly preventing the shear failure of the concrete plate 9 at the time of lifting the concrete plate 9 and connecting a hanging jig (not shown). Although the long nut 11 to be embedded is embedded, when the concrete plate 9 is removed from the mold,
In addition, the concrete plate 9 often suffered shear failure (breakage portion 8) at the time of building (Fig. 1 (a)).

【0003】そこで、コンクリート板9の脱型時、及び
建て起こし時に生ずる該コンクリート板9の剪断破壊を
防止するために、図1(b)に示すように、一端部11
aがコンクリート板9の縁部9aに沿って埋設される長
ナット11に、該長ナット11に直交させる配筋部材1
2と、上記長ナット11の軸方向において他端部11b
より延長させ、先端部をフック状に湾曲させた配筋部材
13とを一体化することにより補強したインサートが現
在提案されている。
Therefore, in order to prevent the shear failure of the concrete plate 9 that occurs when the concrete plate 9 is removed from the mold and when it is built up, as shown in FIG.
A bar arrangement member 1 in which a is perpendicular to the long nut 11 embedded along the edge 9a of the concrete plate 9
2 and the other end 11b in the axial direction of the long nut 11
An insert that is reinforced by further extending it and integrating it with a bar arrangement member 13 whose tip portion is curved like a hook is currently proposed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上述し
た従来のインサートにおいては、長ナット11に直交さ
せる配筋部材12がコンクリート板9の建て起こし時に
生ずる該コンクリート板9の剪断破壊を防止するもので
あり、また長ナット11の軸方向において他端部11b
より延長させ、先端部をフック上に湾曲させた配筋部材
13が、コンクリート板9の吊り上げ時に生ずる該コン
クリート板9の引き抜きを防止するものであるが、この
コンクリート板9の脱型時、建て起こし時、及び吊り上
げ時に生ずる該コンクリート板9の剪断破壊や引き抜き
の防止が個々別々の配筋部材12,13によって行なわ
れているため、少なくとも二種類以上の配筋部材を準備
しなければならない。
However, in the above-mentioned conventional insert, the reinforcing bar 12 which is orthogonal to the long nut 11 prevents shear failure of the concrete plate 9 when the concrete plate 9 is built up. Yes, and the other end 11b in the axial direction of the long nut 11
The bar arrangement member 13 which is further extended and the tip portion of which is curved on the hook prevents the concrete plate 9 from being pulled out when the concrete plate 9 is lifted up. Since prevention of shear failure and pulling out of the concrete plate 9 at the time of raising and at the time of lifting is performed by the separate reinforcing bar members 12 and 13, at least two kinds of reinforcing bar members must be prepared.

【0005】本発明は上述の従来の技術の欠点に着目
し、これを解決せんとしたものであり、その目的は、多
種類の配筋部材を要することなく、コンクリート板の表
裏面に対向する長ナットの各対向面において所定形状に
形成した一種類の配筋部材の配置を改良することによ
り、コンクリート板の脱型時、建て起こし時、及び吊り
上げ時に生ずる該コンクリート板の剪断破壊や引き抜き
を確実に防止することができるインサートを提供するこ
とにある。
The present invention focuses on the above-mentioned drawbacks of the prior art and solves this problem. The object of the present invention is to face the front and back surfaces of a concrete board without requiring many kinds of reinforcing members. By improving the arrangement of one type of reinforcing bar member formed in a predetermined shape on each facing surface of the long nut, it is possible to prevent shear failure or pull-out of the concrete plate when the concrete plate is released from the mold, built up, or lifted. It is to provide an insert that can be reliably prevented.

【0006】[0006]

【課題を解決するための手段】本発明は上記の目的に鑑
みてなされたものであり、その要旨とするところは、コ
ンクリート板の縁部に設けられるインサートであって、
一端部が該コンクリート板の縁部に沿うように埋設され
る長ナットと、上記コンクリート板の表裏面に対して並
行に、且つ上記長ナットの軸方向に対して各々反対方向
に所定角度傾斜させ、該コンクリートの表裏面に対向す
る上記長ナットの各対向面に一体化される所定形状の配
筋部材とからなることを特徴とするインサートにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above objects, and the gist thereof is an insert provided at an edge portion of a concrete board,
A long nut whose one end is embedded along the edge of the concrete plate and a front and back surfaces of the concrete plate that are parallel to each other and are inclined at predetermined angles in opposite directions with respect to the axial direction of the long nut. An insert characterized by comprising a reinforcing bar member having a predetermined shape integrated with each facing surface of the long nut facing the front and back surfaces of the concrete.

【0007】コンクリート板に埋設される上記長ナット
としては、例えば上記配筋部材の溶接等による一体化が
可能な領域を確保したものであればよく、既存の長ナッ
ト等適当なものを用いることができる。長ナットの他端
部は、封止されたものであってもよい。
As the long nut embedded in the concrete plate, for example, a long nut that secures an area where the reinforcement members can be integrated by welding or the like can be used, and an appropriate long nut such as an existing long nut is used. You can The other end of the long nut may be sealed.

【0008】また、上記配筋部材としては、異形鉄筋、
丸鋼、平鋼等の中から適当なものを用いることができる
他、先端部をフック状に湾曲させたものなどを用いるこ
とができる。配筋部材の径(或いは周長)及び軸長は、
各作業時に生じる引張力又は圧縮力に基づいて適宜決定
することができる。上記長ナットに一体化される配筋部
材の傾斜角度は、配筋への付着抵抗を増大させる30度
前後とすることが望ましい。更に、長ナットと配筋部材
との固着位置は、コンクリート板の脱型時、及び建て起
こし時に生じる曲げをできるだけ小さくするために、コ
ンクリート板の端に、より近接させることが望ましい。
[0008] Further, as the reinforcing bar member, deformed rebar,
Appropriate ones can be used from round steel, flat steel, etc., and one having a hook-shaped tip can be used. The diameter (or circumference) and axial length of the bar arrangement member are
It can be appropriately determined based on the tensile force or the compressive force generated during each work. It is desirable that the inclination angle of the reinforcing bar member integrated with the long nut is about 30 degrees, which increases the adhesion resistance to the reinforcing bar. Further, it is desirable that the fixing position of the long nut and the reinforcing member be closer to the end of the concrete plate in order to minimize bending that occurs when the concrete plate is released from the mold and built up.

【0009】[0009]

【作用】本発明のインサートでは、上記コンクリート板
の表裏面に対して並行に、且つ一端部が該コンクリート
板の縁部に沿うように埋設される長ナットの軸方向に対
して各々反対方向に所定角度傾斜させ、該コンクリート
の表裏面に対向する上記長ナットの各対向面に一体化さ
れる所定形状の配筋部材が、コンクリート板の建て起こ
し時における曲げ力に抵抗すると共に、コンクリート板
の脱型時、及び吊り上げ時における引抜力に抵抗し、コ
ンクリート板の脱型時、及び建て起こし時に生ずる該コ
ンクリートの剪断破壊を確実に防止し、吊り上げ時に生
じる引抜力に抵抗する。
In the insert of the present invention, the inserts are parallel to the front and back surfaces of the concrete board and opposite to the axial direction of the long nut embedded so that one end of the insert is along the edge of the concrete board. A reinforcing member having a predetermined shape, which is inclined at a predetermined angle and is integrated with each facing surface of the long nut facing the front and back surfaces of the concrete, resists a bending force at the time of erecting the concrete board and It resists the pulling force at the time of demolding and at the time of lifting, reliably prevents the shear fracture of the concrete that occurs at the time of demolding and building of the concrete plate, and resists the pulling force at the time of lifting.

【0010】[0010]

【実施例】以下、本発明の実施例を添付図面に基づいて
説明するが、本発明はこれに限定されるものではない。
Embodiments of the present invention will be described below with reference to the accompanying drawings, but the present invention is not limited thereto.

【0011】コンクリート板9の縁部9aに設けられ、
コンクリート板9の建て起こし時及び吊り上げ時に生ず
る該コンクリート板9の剪断破壊を防止し得る本発明の
インサートは、図2(a)及び(b)に示すように、一
端部21aが該コンクリート板9の縁部9aに沿うよう
に埋設される長ナット21と、上記コンクリート板9の
表裏面に対して並行に、且つ上記長ナット21の軸方向
に対して各々反対方向に30度傾斜させ、該コンクリー
トの表裏面に対向する上記長ナットの各対向面に溶接し
た所定形状の配筋部材22,22’とからなる。
Provided on the edge 9a of the concrete plate 9,
As shown in FIGS. 2 (a) and 2 (b), the insert of the present invention capable of preventing the shear failure of the concrete board 9 when the concrete board 9 is raised or lifted has one end 21a at the end. Of the long nut 21 embedded along the edge 9a of the concrete nut and the front and back surfaces of the concrete plate 9 in parallel with each other and inclined by 30 degrees in the opposite direction with respect to the axial direction of the long nut 21. The reinforcing nuts 22 and 22 'each have a predetermined shape and are welded to the respective facing surfaces of the long nut that face the front and back surfaces of concrete.

【0012】長ナット21は、内径16mm、及び軸長7
0mmに形成されており、内部に刻設された雌螺子には図
示しない吊り治具が螺着固定される。
The long nut 21 has an inner diameter of 16 mm and an axial length of 7
It has a thickness of 0 mm, and a hanging jig (not shown) is screwed and fixed to the female screw engraved inside.

【0013】また、配筋部材22,22’は、外径10
mm、及び軸長300mmの異形鉄筋であって、作業形態よ
り算出された剪断力及び引張力に基づいて決定された上
記長ナット21の各対向面の所定位置に溶接されてい
る。
The bar arrangement members 22 and 22 'have an outer diameter of 10
mm and an axial length of 300 mm, the deformed bar is welded to a predetermined position on each of the facing surfaces of the long nut 21 determined based on the shearing force and the tensile force calculated from the working mode.

【0014】このように溶接した配筋部材22,22’
によれば、コンクリート板9の脱型時、及び建て起こし
時における曲げ力Q×dに対して確実に抵抗することが
できると共に、コンクリート板9の吊り上げ時における
引抜力2Qに対して確実に抵抗することができる。
The reinforcement members 22, 22 'welded in this way
According to this, it is possible to reliably resist the bending force Q × d when the concrete plate 9 is released from the mold and when it is built up, and also reliably resist the pulling force 2Q when the concrete plate 9 is lifted. can do.

【0015】図2(b)において、Qはコンクリート板
9の脱型時、及び建て起こし時における該コンクリート
板9の剪断力、dは長ナット21及び配筋部材22,2
2’の固着部分とコンクリート板9の縁部9aとの距
離、hは配筋部材22及び22’の中心間距離、N及び
Tはコンクリート板9の脱型時、及び建て起こし時にお
けるインサートの押し引き力である。
In FIG. 2 (b), Q is the shearing force of the concrete plate 9 when the concrete plate 9 is released from the mold, and is raised, and d is the long nut 21 and the reinforcing bar members 22, 2.
The distance between the fixed portion of 2'and the edge 9a of the concrete plate 9, h is the distance between the centers of the reinforcing members 22 and 22 ', N and T are the values of the insert when the concrete plate 9 is demolded and when it is built up. Push and pull force.

【0016】一般にコンクリート板9の脱型時、及び建
て起こし時におけるインサートにかかる曲げ力Mは上記
剪断力Qに上記距離dを掛け合わせた値と等しい関係に
あり、上記押し引き力N及びTは上記曲げ力Mを中心間
距離で割った値と等しい関係にある。本発明において
は、配筋部材22,22’を所定角度傾斜させて配置し
たことによって押し引き力N及びTに対する抵抗力を向
上させることができる。具体的には、押し引き力N及び
Tと傾斜角度θと圧縮引張力n及びtとの間には、n=
t=N/cosθ=T/cosθの関係がある。
Generally, the bending force M applied to the insert when the concrete plate 9 is demolded and when it is raised is in a relationship equal to the value obtained by multiplying the shearing force Q by the distance d, and the pushing and pulling forces N and T are given. Is equal to the bending force M divided by the center-to-center distance. In the present invention, by arranging the bar arrangement members 22 and 22 'with a predetermined angle of inclination, it is possible to improve the resistance to the push-pull forces N and T. Specifically, n = T between the push and pull forces N and T, the tilt angle θ, and the compressive tension forces n and t.
There is a relationship of t = N / cos θ = T / cos θ.

【0017】また、上記配筋部材22,22’は、図3
に示すように、先端部をフック状に湾曲させた配筋部材
23,23’とすることもできる。
The reinforcing members 22 and 22 'are shown in FIG.
As shown in FIG. 5, the bar arrangement members 23 and 23 ′ whose tip portions are curved in a hook shape may be used.

【0018】[0018]

【発明の効果】本発明のインサートによれば、多種類の
配筋部材を要することなく、所定形状に形成した一種類
の配筋部材を、長ナットの軸方向に対して各々反対方向
に所定角度傾斜させ、コンクリート板の表裏面に対向す
る長ナットの各対向面に一体化するといった配筋部材の
配置改良により、コンクリート板の脱型時、建て起こし
時に生ずる該コンクリート板の剪断破壊を確実に防止
し、吊り上げ時に生じる引抜力に抵抗することができ
る。
According to the insert of the present invention, one type of bar arrangement member formed in a predetermined shape is provided in a direction opposite to the axial direction of the long nut without the need for many types of bar arrangement members. By arranging at an angle and improving the arrangement of the reinforcing bars by integrating with the facing surfaces of the long nuts that face the front and back of the concrete plate, it is possible to ensure the shear failure of the concrete plate when the concrete plate is removed from the mold or built up. Therefore, it is possible to resist the pulling force generated during lifting.

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

【図1】(a)は従来のインサート、及びコンクリート
板の剪断破壊を示す透視斜視図、(b)は更に他の従来
のインサートを示す透視正面図である。
FIG. 1 (a) is a perspective view showing a conventional insert and shear failure of a concrete plate, and FIG. 1 (b) is a perspective front view showing still another conventional insert.

【図2】(a)は本発明のインサートの実施態様を示す
透視正面図、(b)は図2(a)の透視側面図である。
2A is a perspective front view showing an embodiment of an insert of the present invention, and FIG. 2B is a perspective side view of FIG. 2A.

【図3】本発明のインサートの他の実施態様を示す透視
正面図である。
FIG. 3 is a perspective front view showing another embodiment of the insert of the present invention.

【符号の説明】[Explanation of symbols]

9 コンクリート板 11,21 長ナット 12,13,22,22’,23,23’ 配筋部材 9 Concrete plate 11,21 Long nut 12,13,22,22 ', 23,23' Reinforcing member

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート板の縁部に設けられるイン
サートであって、一端部が該コンクリート板の縁部に沿
うように埋設される長ナットと、上記コンクリート板の
表裏面に対して並行に、且つ上記長ナットの軸方向に対
して各々反対方向に所定角度傾斜させ、該コンクリート
の表裏面に対向する上記長ナットの各対向面に一体化さ
れる所定形状の配筋部材とからなることを特徴とするイ
ンサート。
1. An insert provided on an edge portion of a concrete plate, wherein a long nut embedded at one end along the edge portion of the concrete plate and parallel to front and back surfaces of the concrete plate, In addition, the bar is composed of a reinforcing member having a predetermined shape, which is inclined at opposite angles to the axial direction of the long nut by a predetermined angle and is integrated with the facing surfaces of the long nut facing the front and back surfaces of the concrete. Characteristic insert.
JP7123738A 1995-05-23 1995-05-23 insert Expired - Lifetime JP2791649B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7123738A JP2791649B2 (en) 1995-05-23 1995-05-23 insert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7123738A JP2791649B2 (en) 1995-05-23 1995-05-23 insert

Publications (2)

Publication Number Publication Date
JPH08312004A true JPH08312004A (en) 1996-11-26
JP2791649B2 JP2791649B2 (en) 1998-08-27

Family

ID=14868120

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7123738A Expired - Lifetime JP2791649B2 (en) 1995-05-23 1995-05-23 insert

Country Status (1)

Country Link
JP (1) JP2791649B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS533408U (en) * 1976-06-29 1978-01-13

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS533408U (en) * 1976-06-29 1978-01-13

Also Published As

Publication number Publication date
JP2791649B2 (en) 1998-08-27

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