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JPH0336964B2 - - Google Patents
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JPH0336964B2 - - Google Patents

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Publication number
JPH0336964B2
JPH0336964B2 JP16744386A JP16744386A JPH0336964B2 JP H0336964 B2 JPH0336964 B2 JP H0336964B2 JP 16744386 A JP16744386 A JP 16744386A JP 16744386 A JP16744386 A JP 16744386A JP H0336964 B2 JPH0336964 B2 JP H0336964B2
Authority
JP
Japan
Prior art keywords
hole
latching
bottomed
fitting
forming
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
JP16744386A
Other languages
Japanese (ja)
Other versions
JPS6322918A (en
Inventor
Kazuo Kojima
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.)
KOJIMA SEISAKUSHO KK
Original Assignee
KOJIMA SEISAKUSHO 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 KOJIMA SEISAKUSHO KK filed Critical KOJIMA SEISAKUSHO KK
Priority to JP16744386A priority Critical patent/JPS6322918A/en
Publication of JPS6322918A publication Critical patent/JPS6322918A/en
Publication of JPH0336964B2 publication Critical patent/JPH0336964B2/ja
Granted legal-status Critical Current

Links

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  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明はコンクリート製の杭又は柱等の内部
に埋設される、緊線ワイヤの掛止頭部を掛止支持
するために使用する端面金具の透孔の形成方法に
関するものである。
Detailed Description of the Invention (Industrial Field of Application) This invention is an end metal fitting used to latch and support the latch head of a tension wire buried inside a concrete pile or column. The present invention relates to a method for forming a through hole.

(従来の技術) 従来、この種の端面金具は、例え、第11図に
示すように、コンクリート製の杭(コンクリート
パイル)21の端面に止着されている。そして、
そのコンクリートパイル21の内部に埋設される
緊線ワイヤ22の両端を、端面金具23とコンク
リートパイル21の他端面に止着された端面金具
(図示略)とに設けた複数の透孔24により掛止
支持し、その緊線ワイヤ23を緊張させることに
よりコンクリートパイル21の引張強度を補強し
ている。
(Prior Art) Conventionally, this type of end fitting has been fixed to the end face of a concrete pile 21, for example, as shown in FIG. and,
Both ends of the tension wire 22 buried inside the concrete pile 21 are hung through a plurality of through holes 24 provided in the end metal fitting 23 and the end metal fitting (not shown) fixed to the other end surface of the concrete pile 21. The tensile strength of the concrete pile 21 is reinforced by supporting the concrete pile 21 and tensioning the tension wire 23.

第12図に示すように、前記端面金具23の透
孔24は、前記緊線ワイヤ22の掛止頭部22a
を掛止するための段差部25aを備えた掛止孔2
5と、前記コンクリートパイル21の製造工程に
おいて、コンクリートパイル製造用のドラム(図
示略)の端部に配設した支持板26に支持される
ボルト27を螺着するためのねじ孔28と、それ
ら両孔25,28間を連通する連通溝29とによ
り構成されていた。
As shown in FIG. 12, the through hole 24 of the end face fitting 23 is connected to the hooking head 22a of the tension wire 22.
A latching hole 2 provided with a stepped portion 25a for latching the
5, a screw hole 28 for screwing a bolt 27 supported by a support plate 26 disposed at an end of a concrete pile manufacturing drum (not shown) in the manufacturing process of the concrete pile 21; A communication groove 29 communicates between the holes 25 and 28.

ところが、前記透孔24では掛止孔25及びね
じ孔28が連通されることから、特に、その連通
溝29付近の強度低下が避けられなかつた。従つ
て、端面金具23の透孔24付近における変形を
回避して、緊線ワイヤ22の張力を充分に維持す
るには、端面金具23の板厚を大きくしなければ
ならず、必然的に製品コストの上昇に繋がるもの
であつた。
However, since the locking hole 25 and the screw hole 28 communicate with each other in the through hole 24, a decrease in strength was inevitable, particularly in the vicinity of the communicating groove 29. Therefore, in order to avoid deformation in the vicinity of the through hole 24 of the end fitting 23 and to maintain sufficient tension of the tension wire 22, the plate thickness of the end fitting 23 must be increased, which inevitably causes the product to deteriorate. This led to an increase in costs.

そこで、上記のような問題点を解決するため
に、この発明の出願人により、特願昭60−52904
号の願書に添付した明細書及び図面に記載した端
面金具が提案された。
Therefore, in order to solve the above-mentioned problems, the applicant of this invention filed Japanese Patent Application No. 60-52904.
The end fitting described in the specification and drawings attached to the application in No. 2 was proposed.

第13,14図に示すように、前記明細書及び
図面に記載した端面金具30の透孔31は、雄金
型32及び雌金型33の協働によるプレス成型を
経て形成されるものである。すなわち、雄金型3
2には、掛止孔34、ねじ孔35、それら両孔3
4,35の連通溝36を形成するための有底孔3
1aを同時にプレス成型する凸部32aが設けら
れ、雌金型32には雄金型32の凸部32aに対
応する凹孔33aが設けられている。そして、第
13図に示すように、前記両金型32,33の協
働により端面金具30の金属をプレスし、有底孔
31aをその側縁部がプレス方向へ肉厚に突出成
型されるように形成する。次いで、両金型32,
33によりプレス成型された突出部38の底壁部
37を切除し、透孔31を貫通成型していた。
As shown in FIGS. 13 and 14, the through hole 31 of the end fitting 30 described in the above specification and drawings is formed through press molding by the cooperation of a male mold 32 and a female mold 33. . That is, male mold 3
2 includes a locking hole 34, a screw hole 35, and both holes 3.
Bottomed hole 3 for forming communication grooves 36 of 4 and 35
A convex portion 32a for press-molding 1a at the same time is provided, and a recessed hole 33a corresponding to the convex portion 32a of the male mold 32 is provided in the female mold 32. Then, as shown in FIG. 13, the metal of the end fitting 30 is pressed by the cooperation of both the molds 32 and 33, and the bottomed hole 31a is formed so that its side edge protrudes thickly in the pressing direction. Form it like this. Next, both molds 32,
The bottom wall portion 37 of the protruding portion 38 that was press-molded by the method 33 was cut out, and the through hole 31 was formed therethrough.

(発明が解決しようとする問題点) ところが、第13図に示すように、前記端面金
具30の透孔31の形成過程において、前記有底
孔31aの掛止孔34及びねじ孔35に対応する
部分が連通した状態で同時にプレス成型される
と、掛止孔34及びねじ孔35に対応する部分の
開口上端部で金型形状と一致しないプレス方向へ
のたれこみ変形Qが生じる場合があつた。このよ
うに、たれこみ変形Qが生じると、その後の工程
においてねじ孔35内での雌ねじ切りがスムーズ
に行えないばかりでなく、連通溝36付近にたれ
こみ変形Qが生じると、前記緊線ワイヤ22の掛
止頭部22aが掛止孔34内で掛止されても、緊
線ワイヤ22の張力により段差部34aから脱落
する虞れがあつた。
(Problems to be Solved by the Invention) However, as shown in FIG. 13, in the process of forming the through hole 31 of the end face fitting 30, there are If the parts were press-molded at the same time in a communicating state, there were cases where a sagging deformation Q occurred in the pressing direction that did not match the mold shape at the upper end of the opening of the part corresponding to the locking hole 34 and the screw hole 35. In this way, if the sagging deformation Q occurs, not only will it be difficult to cut the internal thread in the threaded hole 35 smoothly in the subsequent process, but also if the sagging deformation Q occurs near the communication groove 36, the tension wire 22 will not be cut smoothly. Even if the latching head 22a was latched within the latching hole 34, there was a risk that it would fall off from the stepped portion 34a due to the tension of the tension wire 22.

この発明は前述た事情に鑑みてなされたもので
あつて、前記端面金具の透孔をプレス成型する際
に、前記透孔を構成する掛止孔及びねじ孔の内周
上端部のたれこみ変形をなくして、端面金具の薄
肉化を図りつつ透孔付近の強度を向上できるコン
クリート製の杭又は柱等に使用する端面金具の透
孔の形成方法の提供を目的としている。
The present invention has been made in view of the above-mentioned circumstances, and is intended to prevent sagging deformation at the upper end of the inner periphery of the locking hole and screw hole that constitute the through hole when press-molding the through hole of the end face fitting. The purpose of the present invention is to provide a method for forming a through hole in an end fitting used in a concrete pile or column, which can reduce the thickness of the end fitting and improve the strength near the hole.

発明の構成 (問題点を解決するための手段) この発明は前記問題点を解決するために、透孔
を構成する掛止孔用及びねじ孔の一対の有底孔を
離隔状態で同時にプレス成型して掛止孔用の有底
孔の内周に段差部を形成し、その後、両有底孔を
連通するとともに、両有底孔の底壁部を切除し、
次いで、ねじ孔用の有底孔の貫通孔に雌ねじを形
成するという構成を採用している。
Structure of the Invention (Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention provides a method of simultaneously press-molding a pair of bottomed holes, one for a hanging hole and one for a threaded hole, in a separated state. to form a stepped portion on the inner periphery of the bottomed hole for the latching hole, and then connect both the bottomed holes and cut out the bottom wall portions of both the bottomed holes,
Next, a configuration is adopted in which a female thread is formed in the through hole of the bottomed hole for the screw hole.

(作用) 従つて、前記掛止孔用及びねじ孔用の一対の有
底孔は、それぞれ離隔状態でプレス成型される。
このとき、プレス方向へ押圧される金属は前記両
有底孔内においてそれぞれ分散して変形されるの
で、金属のプレス方向への大きな変形が防止され
る。このため、前記両有底孔の開口上端部でのプ
レス方向へのたれこみ変形が防止される。この結
果、たれこみ変形のないねじ孔内において雌ねじ
のねじ切りが容易に行われるとともに、たれこみ
変形のない掛止孔の段差部において、緊線ワイヤ
の掛止頭部の脱落が確実に防止される。
(Function) Therefore, the pair of bottomed holes for the locking hole and the screw hole are press-molded in a separated state.
At this time, the metal pressed in the pressing direction is deformed in a distributed manner within both bottomed holes, so that large deformation of the metal in the pressing direction is prevented. For this reason, sagging deformation in the pressing direction at the opening upper ends of both of the bottomed holes is prevented. As a result, the female thread can be easily threaded in the threaded hole without sagging deformation, and the latching head of the tension wire is reliably prevented from falling off at the stepped portion of the latching hole without sagging deformation.

又、掛止孔及びねじ孔とそれらの連通溝の側縁
部は、プレス方向へ肉厚に突出成型されるので、
透孔付近の強度が向上される。
In addition, the side edges of the latching holes, screw holes, and their communication grooves are molded to protrude thickly in the pressing direction, so that
The strength near the through hole is improved.

(実施例) 以下、この発明をコンクリートパイル用端面金
具の透孔の形成に具体化した一実施例を第1図〜
第9図に基づいて詳細に説明する。
(Example) Hereinafter, an example in which the present invention is applied to the formation of a through hole in an end metal fitting for a concrete pile is shown in Figs.
This will be explained in detail based on FIG. 9.

第1図に示すように、コンクリートパイル(図
示略)の端面に配設される端面金具1は、円環状
の底板部2と、ほぼ筒状の側壁部3とにより構成
されている。前記底板部2には、掛止孔4、ねじ
孔5、及び、両孔4,5間を連通する連通溝6よ
り構成される透孔7が周方向に等間隔で複数個
(この実施例では6個)設けられている。又、側
壁部3には、他の端面金具の側縁部と溶接接続す
るための溶接溝3aが設けられるとともに、補強
リング8が嵌着固定されている。
As shown in FIG. 1, an end face fitting 1 disposed on the end face of a concrete pile (not shown) is composed of an annular bottom plate part 2 and a substantially cylindrical side wall part 3. In the bottom plate portion 2, there are a plurality of through holes 7 arranged at equal intervals in the circumferential direction and each consisting of a locking hole 4, a screw hole 5, and a communication groove 6 that communicates between the two holes 4 and 5 (this embodiment 6) are provided. Further, the side wall portion 3 is provided with a welding groove 3a for welding connection to the side edge portion of another end fitting, and a reinforcing ring 8 is fitted and fixed therein.

さらに、第2図に示すように、前記端面金具1
の底板部2の内側面には、前記各透孔7の側縁部
に沿つた肉厚な突出部9が一体的に突設されてい
る。
Furthermore, as shown in FIG.
A thick protrusion 9 is integrally provided on the inner surface of the bottom plate portion 2 along the side edge of each of the through holes 7.

次に、前記端面金具1の透孔7の形成方法につ
いて説明する。
Next, a method of forming the through hole 7 of the end fitting 1 will be explained.

前記透孔7は、第3,4図に示すような雄金型
10及び雌金型11の協働によるプレス成型を経
て形成されるものである。
The through hole 7 is formed through press molding by cooperation of a male mold 10 and a female mold 11 as shown in FIGS. 3 and 4.

第3,5図に示すように、前記雄金型10には
掛止孔4に設ける段差部4a(第7図に図示)用
の凸部10a及び緊線ワイヤ12(第8,9図に
図示)挿通用の凸部10bとが設けられている。
又、前記凸部10bとは連通溝6に対応する肉厚
部13(第6図に図示)用の凸部10dを介し
て、ねじ孔5用の凸部10cが離隔状態で設けら
れている。前記凸部10dは、前記肉厚部13の
上端が段差部4aの下端よりも上方に、かつ、掛
止孔4の開口上端部よりも下方に位置してプレス
成型されるように設定されている。又、前記凸部
10aの基端部には、先端部よりも傾斜角度の大
きい面取り部10eが設けられている。
As shown in FIGS. 3 and 5, the male mold 10 includes a convex portion 10a for a stepped portion 4a (shown in FIG. 7) provided in the locking hole 4, and a tension wire 12 (shown in FIGS. 8 and 9). (Illustrated) A convex portion 10b for insertion is provided.
Further, a protrusion 10c for the screw hole 5 is provided in a separated state from the protrusion 10b via a protrusion 10d for the thick portion 13 (shown in FIG. 6) corresponding to the communication groove 6. . The convex portion 10d is press-molded so that the upper end of the thick portion 13 is located above the lower end of the stepped portion 4a and below the opening upper end of the locking hole 4. There is. Further, a chamfered portion 10e having a larger inclination angle than the distal end portion is provided at the base end portion of the convex portion 10a.

一方、第4,5図に示すように、前記雌金型1
1には凹孔11aが設けられている。前記両凸部
10b,10cの頂部はほぼ同一高さに形成され
るとともに、底板部2の板厚と前記凹孔11aの
深さとの和よりも小さく設定されている。
On the other hand, as shown in FIGS. 4 and 5, the female mold 1
1 is provided with a recessed hole 11a. The tops of both the convex portions 10b and 10c are formed to have substantially the same height, and are set to be smaller than the sum of the thickness of the bottom plate portion 2 and the depth of the recessed hole 11a.

従つて、前記両金型10,11により透孔7を
プレス成型するには、まず、第5図に示すよう
に、雌金型11の上に端面金具1の底板部2を載
置し、第6図に示すように、雄金型10を下動さ
せて雄金型10と雌金型11との協働により底板
部2を挟圧する。これにより、雄金型10の凸部
10a〜10d等と雌金型11の凹孔11aとの
間で挟圧される底板部2の金属が、凸部10a〜
10d等の側面と凹孔11aの側面との間隙側へ
押圧移動され、透孔7の側縁部に沿つて突出部9
がかなりの厚みをもつて突出形成される。又、両
凸部10b,10cの先端部と凹孔11aの底面
との間には、若干の厚みを有する底壁部2が成型
される。
Therefore, in order to press-mold the through hole 7 using both the molds 10 and 11, first, as shown in FIG. 5, the bottom plate part 2 of the end fitting 1 is placed on the female mold 11, As shown in FIG. 6, the male mold 10 is moved down and the bottom plate portion 2 is compressed by the cooperation of the male mold 10 and the female mold 11. As a result, the metal of the bottom plate portion 2 that is squeezed between the convex portions 10a to 10d, etc. of the male mold 10 and the concave hole 11a of the female mold 11 is
10d etc. and the side surface of the recessed hole 11a, and the protrusion 9 is moved along the side edge of the through hole 7.
is formed protrudingly with considerable thickness. Further, a slightly thick bottom wall portion 2 is formed between the tips of both convex portions 10b and 10c and the bottom surface of the recessed hole 11a.

すなわち、第7図に示すように、雄金型10の
凸部10a〜10d等と雌金型11の凹孔11a
との間において、底板部2が貫通されることなく
突出部9がプレス方向へ突出形成される。又、同
時に、掛止孔4用及びねじ孔5用の一対の有底孔
4b,5aがそれぞれ両凸部10b,10cによ
り肉厚部13を介して離隔状態でプレス成型され
る。従つて、プレス方向へ押圧移動される底板部
2の金属は、前記両有底孔4b,5aにそれぞれ
分散して移動されるので、プレス方向への大きな
変形が抑制される。この結果、前記両有底孔4
b,5aの開口上端部では、プレス方向へのたれ
こみ変形が防止される。このようにして、掛止孔
4用及びねじ孔5用の有底孔4b,5a、連通溝
6用の凹部6aがそれぞれプレス成型されるとと
もに、有底孔4bには段差部4aが成型される。
That is, as shown in FIG.
A protrusion 9 is formed to protrude in the press direction between the bottom plate 2 and the bottom plate 2 without being penetrated. At the same time, a pair of bottomed holes 4b and 5a for the locking hole 4 and the screw hole 5 are press-molded in a separated state via the thick portion 13 by both convex portions 10b and 10c, respectively. Therefore, the metal of the bottom plate portion 2 that is pressed and moved in the pressing direction is moved in a distributed manner to both the bottomed holes 4b and 5a, so that large deformation in the pressing direction is suppressed. As a result, both the bottomed holes 4
At the upper end portions of the openings b and 5a, sagging deformation in the pressing direction is prevented. In this way, the bottomed holes 4b and 5a for the locking hole 4 and the screw hole 5, and the recess 6a for the communication groove 6 are press-molded, respectively, and the stepped portion 4a is formed in the bottomed hole 4b. Ru.

その後、プレス方向へ突出成型された突出部9
の底壁部2aを前記両有底孔4b,5aに合わせ
て切除して両有底孔4b,5aを貫通するととも
に、前記肉厚部13を切除して連通溝6を形成す
る。次いで、貫通された一方の有底孔5aの内側
に雌ねじ14を刻設する。
Thereafter, the protruding portion 9 is molded to protrude in the pressing direction.
The bottom wall portion 2a is cut out to fit the bottomed holes 4b, 5a to pass through the bottomed holes 4b, 5a, and the thick portion 13 is cut out to form the communication groove 6. Next, a female thread 14 is carved inside one of the bottomed holes 5a that has been penetrated.

このようにして、第8図に示すように、段差部
4aを備えた掛止孔4と、ねじ孔5と、前記両孔
4,5の連通溝6とにより構成される透孔7の形
成が完了する。又、その他の透孔7の形成も、同
様の方法により行われる。
In this way, as shown in FIG. 8, a through hole 7 is formed, which is constituted by a locking hole 4 having a stepped portion 4a, a screw hole 5, and a communication groove 6 between the holes 4 and 5. is completed. Further, other through holes 7 are formed by the same method.

上記のようにこの実施例では、透孔7の形成に
あたり、その透孔7を構成する掛止孔4用及びね
じ孔5用の両有底孔4b,5a、連通溝6用の凹
部6aは、それぞれ雄金型10と雌金型11との
協働により同時にプレス成型される。又、前記プ
レス成型時に挟圧される端面金具1の底板部2
は、透孔7の側縁部に沿つてプレス方向へ突出成
型されるとともに、その突出部9の底壁部2aが
底板部2の板厚よりも薄くプレス成型される。従
つて、前記板厚の薄くなつた底壁部2aを容易に
貫通することができる。
As mentioned above, in this embodiment, when forming the through hole 7, the bottomed holes 4b and 5a for the locking hole 4 and the screw hole 5, which constitute the through hole 7, and the recess 6a for the communicating groove 6 are , are simultaneously press-molded by the cooperation of the male mold 10 and the female mold 11, respectively. Also, the bottom plate portion 2 of the end fitting 1 is compressed during the press molding.
is molded to protrude in the pressing direction along the side edge of the through hole 7, and the bottom wall portion 2a of the protrusion 9 is press molded to be thinner than the thickness of the bottom plate portion 2. Therefore, it is possible to easily penetrate the bottom wall portion 2a, which has a reduced thickness.

又、プレス成型時には、透孔7の掛止孔4用及
びねじ孔5用の両有底孔4b,5aが肉厚部13
を介して離隔状態で成型される。従つて、第1
3,14図に示す従来例とは異なり、肉厚部を設
けないで掛止孔34及びねじ孔35を連通成型す
る場合のように、その透孔31の開口上端部でプ
レス方向へのたれこみ変形Qが生じることはな
い。
Also, during press molding, both the bottomed holes 4b and 5a for the locking hole 4 and the screw hole 5 of the through hole 7 are connected to the thick wall portion 13.
molded in a separated state through the Therefore, the first
Unlike the conventional examples shown in Figs. 3 and 14, when the locking hole 34 and the screw hole 35 are formed to communicate without providing a thick wall part, the upper end of the opening of the through hole 31 sags in the pressing direction. No deformation Q occurs.

さらに、たれこみ変形Qが防止されるので、ね
じ切りを容易に行つて雌ねじ14を備えたねじ孔
5を形成することができる。
Furthermore, since the sagging deformation Q is prevented, the threaded hole 5 with the internal thread 14 can be easily formed by thread cutting.

このように形成された透孔7の掛止孔4に複数
本の緊線ワイヤ12を掛止するには、緊線ワイヤ
12の掛止頭部12aをねじ孔5に挿通した後、
端面金具1をその軸心回りに回動させる。そし
て、第8図に示すように、掛止孔4の段差部4a
に掛止頭部12aを掛止すればよい。このように
掛止された緊線ワイヤ12は、コンクリートパイ
プ製造用のドラムの両端に配設された支持板に支
持されるボルトを、ねじ孔5に螺合調節すること
により緊張される。
In order to hang a plurality of tension wires 12 in the hanging hole 4 of the through hole 7 formed in this way, after inserting the hanging head 12a of the tension wire 12 into the screw hole 5,
The end fitting 1 is rotated around its axis. Then, as shown in FIG.
The latching head 12a may be latched to the latching head 12a. The tension wire 12 suspended in this manner is tensioned by adjusting bolts supported by support plates disposed at both ends of a drum for manufacturing concrete pipes into screw holes 5.

又、この実施例の端面金具1によれば、緊線ワ
イヤ12の掛止頭部12aを掛止支持する透孔7
の内周面が、突出部9によりかなりの厚みをもつ
て形成されるので、透孔7付近の強度が大幅に増
大される。従つて、突出部を設けない従来の端面
金具の板厚より薄い端面金具を採用しても、透孔
7付近の強度は、従来の端面金具の透孔付近の強
度と同程度に確保される。この結果、緊線ワイヤ
12に対して従来程度の張力を付与しても、透孔
7付近の変形が防止される。
Further, according to the end fitting 1 of this embodiment, the through hole 7 for latching and supporting the latching head 12a of the tension wire 12 is provided.
Since the inner circumferential surface of the protrusion 9 is formed with a considerable thickness, the strength near the through hole 7 is greatly increased. Therefore, even if an end fitting that is thinner than the plate thickness of a conventional end fitting without a protrusion is used, the strength near the through hole 7 can be secured to the same level as the strength near the through hole of a conventional end fitting. . As a result, even if a conventional tension is applied to the tension wire 12, deformation in the vicinity of the through hole 7 is prevented.

このような端面金具の板薄化は、使用材料の低
減化及びコストダウンを可能とし、しかも、プレ
ス成型加工を容易にするものであり、透孔7の形
成をさらに容易にするものである。
Reducing the thickness of the end fitting allows the use of materials and costs to be reduced, and also facilitates press molding, which further facilitates the formation of the through hole 7.

なお、この発明は前記実施例のみに限定される
ものではなく、例えば、第10図に示すように、
端面金具の底板部2をプレス成型する際に、雄金
型10の凸部10dと対応し、かつ、両凸部10
b,10cの間に対応して嵌入するような凸部1
1bを雌金型11の凹孔11aに設ける等、発明
の主旨を逸脱しない範囲で適宜に実施することも
できる。
Note that the present invention is not limited to the above-mentioned embodiments; for example, as shown in FIG. 10,
When press-molding the bottom plate portion 2 of the end fitting, the two convex portions 10 correspond to the convex portions 10d of the male mold 10.
A convex portion 1 that fits between b and 10c correspondingly.
1b may be provided in the concave hole 11a of the female mold 11, etc., as appropriate without departing from the spirit of the invention.

前記のような場合には、肉厚部15の厚みが前
記実施例の肉厚部13よりも小さくなるので、そ
の肉厚部15を容易に切除することができる。
In the above case, since the thickness of the thick portion 15 is smaller than the thick portion 13 of the embodiment described above, the thick portion 15 can be easily removed.

発明の効果 以上詳述したように、この発明は端面金具の透
孔の形成過程において、その透孔の開口上端部の
たれこみ変形を防止してプレス成型でき、端面金
具の薄肉化を図りつつ透孔付近の強度を向上さ
せ、雌ねじ切りや緊線ワイヤの掛止の確保が容易
な透孔を形成できる優れた効果がある。
Effects of the Invention As detailed above, the present invention enables press molding by preventing the upper end of the opening of the through hole from sagging deformation in the process of forming the through hole of the end metal fitting, and allows the end metal fitting to be made thinner and transparent. It has the excellent effect of improving the strength near the hole and forming a through hole that facilitates female thread cutting and securing of tension wire.

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

第1図〜第9図はこの発明を具体化した一実施
例を示し、第1図は端面金具の斜視図、第2図は
第1図の内側を示す斜視図、第3図は雄金型の底
面図、第4図は雌金型の平面図、第5図は雄金型
及び雌金型の正面図、第6図はプレス状態を示す
正断面図、第7図はプレス後の端面金具の要部を
示す正断面図、第8図は形成を完了した透孔の正
断面図、第9図は第8図のX−X線の断面図であ
る。第10図は別例を示す断面図である。又、第
11図〜第14図は従来技術を示し、第11図は
コンクリートパイルの破断斜視図、第12図は端
面金具の透孔の部分断面図、第13図はプレス状
態を示す正断面図、第14図は端面金具の要部を
示す正断面図である。 1…端面金具、2…底板部、4…掛止孔、4a
…段差部、5…ねじ孔、6…連通溝、7…透孔、
9…突出部、10…雄金型、10a,10b,1
0c,10d…凸部、11…雌金型、11a…凹
孔、12…緊線ワイヤ、12a…掛止頭部、13
…肉厚部、14…雌ねじ。
1 to 9 show an embodiment embodying the present invention, FIG. 1 is a perspective view of the end fitting, FIG. 2 is a perspective view showing the inside of FIG. 1, and FIG. 3 is a male metal fitting. Figure 4 is a bottom view of the mold, Figure 4 is a plan view of the female mold, Figure 5 is a front view of the male and female molds, Figure 6 is a front cross-sectional view showing the pressed state, and Figure 7 is the state after pressing. FIG. 8 is a front sectional view showing a main part of the end fitting, FIG. 8 is a front sectional view of the through hole that has been formed, and FIG. 9 is a sectional view taken along the line X--X in FIG. 8. FIG. 10 is a sectional view showing another example. Furthermore, Fig. 11 to Fig. 14 show the prior art, Fig. 11 is a broken perspective view of a concrete pile, Fig. 12 is a partial sectional view of a through hole of an end fitting, and Fig. 13 is a normal cross section showing a pressed state. 14 are front sectional views showing essential parts of the end fitting. 1... End metal fitting, 2... Bottom plate part, 4... Latching hole, 4a
...Stepped portion, 5...Screw hole, 6...Communication groove, 7...Through hole,
9...Protrusion part, 10...Male mold, 10a, 10b, 1
0c, 10d...Convex portion, 11...Female mold, 11a...Concave hole, 12...Tension wire, 12a...Latching head, 13
...thick part, 14...female thread.

Claims (1)

【特許請求の範囲】 1 コンクリート製の杭又は柱等の内部に埋設さ
れる緊線ワイヤ12の掛止頭部12aを掛止支持
するための段差部4aを備えた掛止孔4と、ボル
トを螺着するためのねじ孔5とにより構成される
端面金具1の透孔7の形成方法において、 前記掛止孔4用及びねじ孔5用の一対の有底孔
4b,5aを離隔状態で同時にプレス成型して掛
止孔4用の有底孔4bの内周に段差部4aを形成
し、その後、両有底孔4b,5aを連通するとと
もに、両有底孔4b,5aの底壁部2aを切除
し、次いで、ねじ孔5用の有底孔5aの貫通孔に
雌ねじ14を形成することを特徴としたコンクリ
ート製の杭又は柱等に使用する端面金具の透孔の
形成方法。 2 掛止孔4及びねじ孔5は、掛止孔4の段差部
4aの下端よりも上方に、かつ、掛止孔4の開口
縁上端よりも下方に位置した上端部を有する肉厚
部13を介して離隔状態にプレス成型されるもの
である特許請求の範囲第1項に記載のコンクリー
ト製の杭又は柱等に使用する端面金具の透孔の形
成方法。
[Claims] 1. A latching hole 4 with a stepped portion 4a for latching and supporting a latching head 12a of a tension wire 12 buried inside a concrete pile or pillar, etc., and a bolt. In the method for forming the through hole 7 of the end face fitting 1, which is constituted by the screw hole 5 for screwing the At the same time, a step part 4a is formed on the inner periphery of the bottomed hole 4b for the hooking hole 4 by press molding, and then both the bottomed holes 4b and 5a are communicated with each other, and the bottom walls of both the bottomed holes 4b and 5a are connected. A method for forming a through hole in an end metal fitting for use in concrete piles or columns, etc., comprising cutting out the portion 2a, and then forming a female thread 14 in the through hole of the bottomed hole 5a for the screw hole 5. 2 The latching hole 4 and the screw hole 5 have a thick wall portion 13 having an upper end located above the lower end of the stepped portion 4a of the latching hole 4 and below the upper end of the opening edge of the latching hole 4. A method for forming a through hole in an end fitting used in a concrete pile or column as claimed in claim 1, wherein the hole is press-molded in a spaced state through a hole.
JP16744386A 1986-07-16 1986-07-16 Formation of hole in end metal to be used for concrete pile and column Granted JPS6322918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16744386A JPS6322918A (en) 1986-07-16 1986-07-16 Formation of hole in end metal to be used for concrete pile and column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16744386A JPS6322918A (en) 1986-07-16 1986-07-16 Formation of hole in end metal to be used for concrete pile and column

Publications (2)

Publication Number Publication Date
JPS6322918A JPS6322918A (en) 1988-01-30
JPH0336964B2 true JPH0336964B2 (en) 1991-06-04

Family

ID=15849798

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16744386A Granted JPS6322918A (en) 1986-07-16 1986-07-16 Formation of hole in end metal to be used for concrete pile and column

Country Status (1)

Country Link
JP (1) JPS6322918A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3094977B2 (en) * 1997-11-28 2000-10-03 日本電気株式会社 PLL circuit
JP5739219B2 (en) * 2011-04-26 2015-06-24 日本コンクリート工業株式会社 Assembly jigs for concrete products and concrete product reinforcement

Also Published As

Publication number Publication date
JPS6322918A (en) 1988-01-30

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