JPH086885Y2 - Insert for concrete - Google Patents

Insert for concrete

Info

Publication number
JPH086885Y2
JPH086885Y2 JP651993U JP651993U JPH086885Y2 JP H086885 Y2 JPH086885 Y2 JP H086885Y2 JP 651993 U JP651993 U JP 651993U JP 651993 U JP651993 U JP 651993U JP H086885 Y2 JPH086885 Y2 JP H086885Y2
Authority
JP
Japan
Prior art keywords
flat portion
concrete
screw cylinder
insert
screw
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 - Lifetime
Application number
JP651993U
Other languages
Japanese (ja)
Other versions
JPH0659502U (en
Inventor
正行 竹内
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP651993U priority Critical patent/JPH086885Y2/en
Publication of JPH0659502U publication Critical patent/JPH0659502U/en
Application granted granted Critical
Publication of JPH086885Y2 publication Critical patent/JPH086885Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、コククリート内に埋め
込まれて、該コンクリートを運搬あるいは設置する際に
吊り具に係止されるコンクリート用インサートに関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete insert which is embedded in a cockleat and is locked to a hanging tool when the concrete is transported or installed.

【0002】[0002]

【従来の技術】従来の技術として、図6に示すものがあ
った。図6において、1は鉄製のインサートであり、円
柱状の軸部2の右端部を鍛造成形して大径かつ円錐状の
スカート部3を形成し、軸部2の軸心部にねじ孔4を形
成してなる。
2. Description of the Related Art As a conventional technique, there is one shown in FIG. In FIG. 6, reference numeral 1 is an iron insert, which is formed by forging the right end portion of a cylindrical shaft portion 2 to form a skirt portion 3 having a large diameter and a conical shape, and a screw hole 4 at the shaft center portion of the shaft portion 2. Is formed.

【0003】[0003]

【考案が解決しようとする課題】上記従来のインサート
1は、鍛造によりスカート部3を形成するため、径方向
への突出量が制限され、コンクリートの付着量が低下し
たり、スカート部3をコンクリート内に井桁状に埋設し
た鉄筋に渡架させることができず、コンクリートパネル
のような薄もののコンクリート成形品には強固に係合さ
せることができなくなる。また、軸部2に形成するねじ
孔4は、埋設時にセメント水が侵入しないようにするた
め、軸部2に盲の下穴をあけ、この下穴の内周に雌ねじ
を形成することになるが、この雌ねじは上記下穴の深部
まで形成することができない。このため、短尺の軸部2
においては雌ねじの量が不足することになり、短尺のイ
ンサートを形成することができなくなる。更に、スカー
ト部3の形成には、大型の鍛造機を要し、設備費が嵩む
等の欠点があった。本考案は上記欠点を解消した新規な
コンクリート用インサートを得ることを目的とする。
Since the conventional insert 1 forms the skirt portion 3 by forging, the amount of protrusion in the radial direction is limited, the amount of concrete adhered is reduced, and the skirt portion 3 is made of concrete. Since it cannot be bridged over the reinforcing bars embedded in the shape of a double girder, it cannot be firmly engaged with a thin concrete molded product such as a concrete panel. Further, the screw hole 4 formed in the shaft portion 2 has a blind pilot hole formed in the shaft portion 2 in order to prevent cement water from entering during burying, and a female screw is formed on the inner circumference of the pilot hole. However, this female screw cannot be formed to the deep part of the prepared hole. Therefore, the short shaft portion 2
In this case, the amount of internal thread becomes insufficient, and it becomes impossible to form a short insert. Further, the formation of the skirt portion 3 requires a large forging machine, which has a drawback that the equipment cost increases. It is an object of the present invention to obtain a novel concrete insert that overcomes the above drawbacks.

【0004】[0004]

【課題を解決するための手段】本考案は上記目的を達成
するために、所定長さに寸断された金属製の棒材の長手
方向中心部に、径方向に圧縮変形されかつ上面に線
状の突起を有する板状の偏平部を形成し、軸心部に前記
偏平部の面積よりも小断面積のねじ孔を有するねじ筒を
設け、このねじ筒を前記偏平部の上面に起立載置して
接により一体的に固着したことを特徴とするコンクリー
ト用インサート。
SUMMARY OF THE INVENTION The present invention to achieve the above object, in the longitudinal central portion of the predetermined length metal rod material which is shredded in, allowed to compressive deformation in the radial direction, and, on the upper surface A plate-shaped flat portion having linear protrusions is formed, and a screw cylinder having a screw hole having a cross-sectional area smaller than the area of the flat portion is formed in the shaft center portion, and the screw cylinder is erected on the upper surface of the flat portion. A concrete insert characterized by being placed and fixed integrally by welding .

【0005】[0005]

【実施例】以下本考案の実施例を図面に基いて説明す
る。図において、図1は本考案の実施例を示す部分断面
側面図である。図1において、5は抵抗溶接の可能な鉄
製(金属製)のインサートであり、鉄製の棒主体6の長
手方向中心部に、同じく鉄製のねじ筒7を溶接固定して
なる。
Embodiments of the present invention will be described below with reference to the drawings. 1 is a partial cross-sectional side view showing an embodiment of the present invention. In FIG. 1, reference numeral 5 denotes an iron (metal) insert capable of resistance welding, in which an iron screw cylinder 7 is similarly welded and fixed to the longitudinal center of a rod main body 6 made of iron.

【0006】上記棒主体6は、図3および図4に示すよ
うに、所定長さに寸断された丸棒6aの長手方向中心部
をプレス機により径方向に圧縮して平面視長方形状の扁
平部6bを形成する。この扁平部6bは、丸棒の上面を
下面方向に圧縮して形成するとともに、この形成と同時
に該扁平部6bの上面に十字状の線状の突起6cを形成
する。
As shown in FIGS. 3 and 4, the rod main body 6 has a rectangular flat shape when viewed from the top by radially compressing the central portion in the longitudinal direction of a round rod 6a cut into a predetermined length by a pressing machine. The part 6b is formed. The flat portion 6b is formed by compressing the upper surface of the round bar in the lower surface direction, and simultaneously with this formation, a cross-shaped linear projection 6c is formed on the upper surface of the flat portion 6b.

【0007】また、上記ねじ筒7は、軸心部にねじ孔7
aが形成され、外形が六角形に形成された所定長さのナ
ットからなり、その外径D(平行する辺間の幅)は、前
述した扁平部6bの幅Wと略等寸とする。そして、上記
ねじ筒7を前記扁平部6bの上面側の突起6c上に起立
載置し、両者間に溶接電流(直流電流)を流しつつ、ね
じ筒7を扁平部6b方向に加圧することにより、ねじ筒
7と接触した突起6cを電気抵抗熱により溶解、つまり
抵抗溶接して両者を一体的に固着する。
The screw cylinder 7 has a screw hole 7 in the axial center portion.
A nut is formed and has a hexagonal outer shape and has a predetermined length. The outer diameter D (width between parallel sides) of the nut is approximately equal to the width W of the flat portion 6b. Then, the screw cylinder 7 is erected on the protrusion 6c on the upper surface side of the flat portion 6b, and a welding current (DC current) is applied between them to press the screw cylinder 7 in the direction of the flat portion 6b. , The protrusion 6c that is in contact with the screw cylinder 7 is melted by electric resistance heat, that is, resistance welding is performed to integrally fix the two.

【0008】上記実施例によれば、棒主体6の左右両端
6d,6dがねじ筒7から側方に大きく突出することに
なり、図5に示すように、上記左右両端6d,6dをコ
ンクリート内に井桁状に埋設した鉄筋8aに渡架させる
ことができるとともに、コンクリートの付着量が増大
し、コンクリートパネルのような薄もののコンクリート
成形品8に強固に係合させることができる。また、ねじ
筒7の底面は、棒主体6の扁平部6bにより閉塞され、
コンクリート成形品8の成形時にセメント水がねじ筒7
の底部からねじ孔7a内に侵入しなくなる。また、棒主
体6およびねじ筒7は、市販の丸棒およびナットを素材
とすることができるので、安価に得ることができるとと
もに、棒主体6の扁平部6bは、丸棒6aの長手方向中
間部を径方向に圧縮して形成するようにしたので、小型
のプレス機で形成することができる。
According to the above-mentioned embodiment, the left and right ends 6d, 6d of the rod main body 6 largely protrude laterally from the screw cylinder 7, and as shown in FIG. 5, the left and right ends 6d, 6d are made of concrete. It is possible to bridge over the reinforcing bars 8a embedded in the shape of a cross girder, and the amount of concrete adhered increases, so that it can be firmly engaged with a thin concrete molded product 8 such as a concrete panel. The bottom surface of the screw cylinder 7 is closed by the flat portion 6b of the rod main body 6,
When the concrete molded product 8 is molded, the cement water is screwed into the screw cylinder 7.
Does not enter the screw hole 7a from the bottom of the. Further, since the rod main body 6 and the screw cylinder 7 can be made of commercially available round rods and nuts, they can be obtained at low cost, and the flat portion 6b of the rod main body 6 is the middle of the round rod 6a in the longitudinal direction. Since the portion is formed by compressing it in the radial direction, it can be formed by a small press machine.

【0009】また、上記扁平部6bの肉厚、即ち棒主体
6の圧縮量を変化させることによって該扁平部6bの面
積を変化させることができ、一種類の棒主体6でもって
径の異なる多種類のねじ筒7に適用させることができ
る。さらにねじ筒7の底部を別体の棒主体6の扁平部6
bにより閉塞するようにしたので、ねじ筒7に形成する
雌ねじは、ねじ筒7の全長に亘って形成することがで
き、短尺のインサートを容易に形成することができる。
Further, the area of the flat portion 6b can be changed by changing the thickness of the flat portion 6b, that is, the compression amount of the rod main body 6, and one type of rod main body 6 having different diameters can be used. It can be applied to various types of screw cylinders 7. Further, the bottom portion of the screw cylinder 7 is connected to the flat portion 6 of the separate rod main body 6.
Since it is closed by b, the female screw formed on the screw cylinder 7 can be formed over the entire length of the screw cylinder 7, and the short insert can be easily formed.

【0010】[0010]

【考案の効果】以上の説明から明らかな如く、本考案に
よれば、短尺のインサートを容易かつ安価に得ることが
できる。また、コンクリート成形品内の鉄筋に係合させ
ることができるとともに、コンクリートの付着量が増大
するので、薄もののコンクリート成形品に強固に係合さ
せることができる等の効果を奏する。
As is apparent from the above description, according to the present invention, a short insert can be easily and inexpensively obtained. Further, since it can be engaged with the reinforcing bars in the concrete molded product, and the amount of concrete adhered is increased, it is possible to firmly engage with the thin concrete molded product.

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

【図1】本考案の実施例を示す部分断面側面図である。FIG. 1 is a partial sectional side view showing an embodiment of the present invention.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】本考案による棒主体の側面図である。FIG. 3 is a side view of a rod main body according to the present invention.

【図4】図3の平面図である。FIG. 4 is a plan view of FIG. 3;

【図5】本考案によるインサートを埋設したコンクリー
ト成形品の断面図である。
FIG. 5 is a sectional view of a concrete molded article in which an insert according to the present invention is embedded.

【図6】従来例を示す部分断面側面図である。FIG. 6 is a partial cross-sectional side view showing a conventional example.

【符号の説明】[Explanation of symbols]

5 インサート 6 棒主体 6a 丸棒 6b 扁平部 6c 突起 7 ねじ筒 7a ねじ孔 8 コンクリート成形品 8a 鉄筋 5 Insert 6 Bar Main Body 6a Round Bar 6b Flat Part 6c Protrusion 7 Screw Tube 7a Screw Hole 8 Concrete Molded Product 8a Reinforcing Bar

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】所定長さに寸断された金属製の棒材の長手
方向中心部に、径方向に圧縮変形されかつ上面に線
状の突起を有する板状の偏平部を形成し、軸心部に前記
偏平部の面積よりも小面積のねじ孔を有するねじ筒を
設け、このねじ筒を前記偏平部の上面に起立載置して
接により一体的に固着したことを特徴とするコンクリー
ト用インサート。
In the longitudinal central portion of claim 1. A predetermined length metal rod material which is shredded in being compressed and deformed in the radial direction and form a plate-like flat portion having linear protrusions on the top surface, A screw cylinder having a screw hole with a cross-sectional area smaller than the area of the flat portion is provided at the shaft center, and the screw cylinder is erected on the upper surface of the flat portion and integrally fixed by welding. A concrete insert characterized by the above.
JP651993U 1993-01-29 1993-01-29 Insert for concrete Expired - Lifetime JPH086885Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP651993U JPH086885Y2 (en) 1993-01-29 1993-01-29 Insert for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP651993U JPH086885Y2 (en) 1993-01-29 1993-01-29 Insert for concrete

Publications (2)

Publication Number Publication Date
JPH0659502U JPH0659502U (en) 1994-08-19
JPH086885Y2 true JPH086885Y2 (en) 1996-02-28

Family

ID=11640648

Family Applications (1)

Application Number Title Priority Date Filing Date
JP651993U Expired - Lifetime JPH086885Y2 (en) 1993-01-29 1993-01-29 Insert for concrete

Country Status (1)

Country Link
JP (1) JPH086885Y2 (en)

Also Published As

Publication number Publication date
JPH0659502U (en) 1994-08-19

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