JP2720380B2 - PC steel wire tip protector - Google Patents

PC steel wire tip protector

Info

Publication number
JP2720380B2
JP2720380B2 JP24391095A JP24391095A JP2720380B2 JP 2720380 B2 JP2720380 B2 JP 2720380B2 JP 24391095 A JP24391095 A JP 24391095A JP 24391095 A JP24391095 A JP 24391095A JP 2720380 B2 JP2720380 B2 JP 2720380B2
Authority
JP
Japan
Prior art keywords
steel
stranded wire
slit
wire tip
bolt
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 - Fee Related
Application number
JP24391095A
Other languages
Japanese (ja)
Other versions
JPH0967934A (en
Inventor
和浩 高橋
直秀 堀部
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.)
SHOOBONDO KENSETSU KK
Original Assignee
SHOOBONDO KENSETSU 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 SHOOBONDO KENSETSU KK filed Critical SHOOBONDO KENSETSU KK
Priority to JP24391095A priority Critical patent/JP2720380B2/en
Publication of JPH0967934A publication Critical patent/JPH0967934A/en
Application granted granted Critical
Publication of JP2720380B2 publication Critical patent/JP2720380B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Wire Processing (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、複数のコンクリー
トプレキャスト部材をPC鋼より線を用い、プレストレ
スを導入して連続させる際に、シース管に挿入したPC
鋼より線の先端が、シース管の内壁面や目地端部にぶつ
かり、PC鋼より線の先端のよりが戻るのを防止するた
めのPC鋼より線先端保護具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method in which a plurality of concrete precast members are inserted into a sheath tube when a prestress is introduced and continuous using a PC steel strand.
The present invention relates to a PC steel stranded wire tip protector for preventing the tip of the PC steel stranded wire from returning to the inner wall surface of the sheath tube or the joint end, thereby preventing the twist of the PC steel stranded wire from returning.

【0002】[0002]

【従来の技術】プレキャスト床版等のコンクリートプレ
キャスト部材を連続して接続し、これらを一体化する方
法として、図5に示すように該部材Aに予め埋設されて
いるシース管B内にPC鋼より線Cを挿入し、複数のプ
レキャスト部材を連続させるとともに圧縮力を導入する
ことにより行う方法がある。
2. Description of the Related Art As a method of continuously connecting concrete precast members such as precast floor slabs and integrating them, a PC steel is inserted into a sheath tube B previously embedded in the member A as shown in FIG. There is a method in which a stranded wire C is inserted, a plurality of precast members are connected continuously, and a compressive force is introduced.

【0003】通常、プレキャスト床版は、相互に一定の
目地Dが設けられ、図7に示すように目地には目地材E
が充填されている。挿入するシース管Bは、目地で不連
続となるため、PC鋼より線Cを送り込む時、この不連
続部でPC鋼より線Cが図6に示すように引っ掛かりを
生じ先端部のよりが戻り、挿入作業が困難な状況となる
だけでなく、PC鋼より線のよりが戻ることがある。ま
た、シース管内壁面への接触やその他の障害物等の引っ
掛かりによってもよりが戻ることがある。このような時
は、手前に引き戻して、再度押し込むか、さらに強く押
し込むかの種々の方法がある。かかる作業は煩雑である
ばかりか大きな労力を必要とする。またPC鋼より線の
よりが戻るという材料の欠陥が生じることがある。
Usually, the precast floor slabs are provided with joints D which are fixed to each other, and as shown in FIG.
Is filled. Since the sheath tube B to be inserted is discontinuous at the joint, when the strand C of PC steel is fed in, the strand C of PC steel is caught at the discontinuous portion as shown in FIG. Not only does the insertion work become difficult, but the twist of the PC steel strand may return. In addition, the inner wall may return due to contact with the inner wall surface of the sheath tube or catching of other obstacles. In such a case, there are various methods of pulling back and pushing again or pushing harder. Such an operation is not only complicated but also requires a large amount of labor. Also, a material defect such as a return of the strand of the PC steel strand may occur.

【0004】[0004]

【発明が解決しようとする課題】本発明は、このような
PC鋼より線の先端のよりの戻りを防止するとともに、
作業性の良いPC鋼より線の先端保護具を提供すること
を目的とする。
SUMMARY OF THE INVENTION The present invention prevents the tip of the PC steel stranded wire from returning, and
An object of the present invention is to provide a PC steel stranded wire tip protector with good workability.

【0005】[0005]

【課題を解決するための手段】本発明は、上記目的を達
成するため、先端部付近を錐状の頭部とし、後端部付近
を筒状のPC鋼より線保持部とするノズル状の本体に、
軸直角方向に貫通し、後端部から先端部付近にかけて軸
方向に延伸するスリットを形成するとともに本体の中央
部にスリット直角方向にボルト挿通孔をねじを設けて形
成し、このボルト挿通孔にねじ付きボルトを螺着してな
るPC鋼より線先端保護具を提供する。
In order to achieve the above object, the present invention provides a nozzle-shaped nozzle having a conical head near the front end and a cylindrical PC steel wire holding part near the rear end. On the body,
A slit penetrating in the direction perpendicular to the axis and extending in the axial direction from the rear end to the vicinity of the tip is formed, and a bolt insertion hole is formed in the center of the main body by providing a screw in a direction perpendicular to the slit, and the bolt insertion hole is formed. Provided is a PC steel wire tip protection device formed by screwing a threaded bolt.

【0006】[0006]

【発明の実施の形態】本発明に係るPC鋼より線先端保
護具の実施の形態の一例を図1乃至図3に示す。図1
は、平面図、図2は、図1のA−A線断面図、図3は、
図1のB−B線断面図である。図において、1は本体、
2は頭部、3は保持部、4はスリット、5はボルト穴、
6はボルトである。
1 to 3 show an embodiment of a PC steel strand tip protection device according to the present invention. FIG.
Is a plan view, FIG. 2 is a sectional view taken along line AA of FIG. 1, and FIG.
FIG. 2 is a sectional view taken along line BB of FIG. 1. In the figure, 1 is a main body,
2 is a head, 3 is a holding part, 4 is a slit, 5 is a bolt hole,
6 is a bolt.

【0007】本体1は、全体がノズル状の形状をし、先
端部付近を錐状の頭部2とし、後端部付近を筒状のPC
鋼より線保持部3として形成されている。本体1にはス
リット4が形成され、スリット4は本体1の後端部から
先端部付近にかけて軸直角方向に貫通し、軸方向に延伸
している。本体1の中央部付近には、図2において、ス
リット直角方向にスリット4を横断してボルト挿通孔5
がねじを設けて穿設され、このボルト挿通孔5にボルト
6が回動自在に螺着されている。かくして全体としてP
C鋼より線先端保護具が形成される。この実施の形態で
は、PC鋼より線保持部3のみが筒状となっており、中
央部付近から先端部にかけてはむく状になっているが、
全体を筒状にしても差支えない。この場合は、周壁はボ
ルト挿通孔をねじを設けて形成することのできる肉厚が
必要である。
The main body 1 has a nozzle-like shape as a whole, a conical head 2 near the front end, and a cylindrical PC near the rear end.
It is formed as a steel strand holding part 3. A slit 4 is formed in the main body 1, and the slit 4 penetrates in a direction perpendicular to the axis from the rear end to the vicinity of the front end of the main body 1, and extends in the axial direction. In the vicinity of the central portion of the main body 1, as shown in FIG.
Is provided with a screw, and a bolt 6 is rotatably screwed into the bolt insertion hole 5. Thus P as a whole
A steel wire tip protection device is formed. In this embodiment, only the wire holding portion 3 made of PC steel has a cylindrical shape, and has a shape that is solid from the vicinity of the center portion to the tip portion.
The whole may be cylindrical. In this case, the peripheral wall needs to be thick enough to form a bolt insertion hole with a screw.

【0008】このようにしてなるPC鋼より線先端保護
具はつぎのようにして利用される。図4に示すように、
ボルト6を緩めて、スリット4を多少広げ、PC鋼より
線保持部3にPC鋼より線Cを挿入する。PC鋼より線
CをPC鋼より線保持部3に挿入したら、ボルト6を締
め付けてスリット4をせばめ、PC鋼より線保持部3の
周壁7でPC鋼より線Cを押圧し、PC鋼より線保持部
3に保持させる。PC鋼より線Cを保持させた後は、こ
のPC鋼より線先端保護具を本体1の頭部2から、連続
すべきコンクリートプレキャスト部材のシース管に挿入
する。PC鋼より線先端保護具のシース管への挿入は人
力または送り装置によりなされる。
[0008] The PC steel wire tip protection device thus constructed is used as follows. As shown in FIG.
Loosen the bolt 6, slightly widen the slit 4, and insert the PC steel stranded wire C into the PC steel stranded wire holding portion 3. When the PC steel strand C is inserted into the PC steel strand holding part 3, the bolt 6 is tightened to fit the slit 4, and the PC steel strand C is pressed by the peripheral wall 7 of the PC steel strand holding part 3. The wire is held by the wire holding unit 3. After the PC steel stranded wire C is held, the PC steel stranded wire tip protector is inserted from the head 2 of the main body 1 into the sheath tube of the concrete precast member to be continuous. The insertion of the PC steel wire tip protection device into the sheath tube is performed manually or by a feeding device.

【0009】[0009]

【発明の効果】本発明は、上述のようにしてなるので、
つぎの効果を有する。すなわち、PC鋼より線先端保護
具の構成を先端部付近を錐状の頭部とし、後端部付近を
筒状のPC鋼より線保持部とする本体に、軸直角方向に
貫通し、後端部から先端部付近にかけて延伸するスリッ
トを形成し、本体の中央部にスリット直角方向にボルト
挿通孔をねじを設けて形成し、このボルト挿通孔にねじ
付きボルトを螺着してなる構成としたので、ボルトを緩
めたり、締め付けたりすることにより、スリットの幅を
広狭することができ、保持部にPC鋼より線の先端を容
易に保持させることができる。その結果、接続すべきコ
ンクリートプレキャスト部材のシース管にPC鋼より線
を挿入しても、PC鋼より線の先端は、このPC鋼より
線先端保護具により保護されているので、これまでのよ
うにシース管内壁面、不連続部、障害物への引っ掛かり
によるPC鋼より線の先端部のよりが戻るのを防止でき
る。
Since the present invention has been made as described above,
It has the following effects. That is, the configuration of the PC steel stranded wire tip protection device is penetrated in the direction perpendicular to the axis to a body having a conical head near the front end and a cylindrical PC stranded wire holding portion near the rear end. A slit is formed extending from the end to the vicinity of the tip, a bolt insertion hole is formed in the center of the main body by providing a screw in a direction perpendicular to the slit, and a threaded bolt is screwed into the bolt insertion hole. Therefore, by loosening or tightening the bolt, the width of the slit can be widened and narrowed, and the tip of the PC steel stranded wire can be easily held by the holding portion. As a result, even if the PC steel stranded wire is inserted into the sheath tube of the concrete precast member to be connected, the tip of the PC steel stranded wire is protected by the PC steel stranded wire tip protection device, so that the conventional structure is used. In this case, it is possible to prevent the twisting of the distal end portion of the PC steel stranded wire from being returned to the inner wall surface of the sheath tube, the discontinuous portion, or an obstacle.

【0010】さらに、このPC鋼より線先端保護具は、
先端部が錐状となっているためシース管内を容易に進行
する。
[0010] Further, this PC steel wire tip protector is:
Since the tip portion has a conical shape, it easily advances in the sheath tube.

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

【図1】本発明に係るPC鋼より線先端保護具の実施の
形態の一例を示す平面図である。
FIG. 1 is a plan view showing an example of an embodiment of a PC steel strand tip protection tool according to the present invention.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図1のB−B線断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 1;

【図4】PC鋼より線先端保護具の使用説明図である。FIG. 4 is a diagram illustrating the use of a PC steel wire tip protection tool.

【図5】コンクリートプレキャスト部材をPC鋼より線
により連続して接続する原理を示す説明図である。
FIG. 5 is an explanatory view showing the principle of connecting concrete precast members continuously by PC steel strands.

【図6】図5において、PC鋼より線が引っ掛かりを生
じた状態を示す説明図である。
FIG. 6 is an explanatory view showing a state in which a strand of PC steel is hooked in FIG. 5;

【図7】図5、図6において、目地に目地材が充填され
ている様子を示す説明図である。
FIG. 7 is an explanatory diagram showing a state in which the joint is filled with the joint material in FIGS. 5 and 6;

【符号の説明】[Explanation of symbols]

1 本体 2 頭部 3 PC鋼より線保持部 4 スリット 5 ボルト挿通孔 6 ねじ付きボルト 7 周壁 DESCRIPTION OF SYMBOLS 1 Main body 2 Head 3 PC strand holding part 4 Slit 5 Bolt insertion hole 6 Threaded bolt 7 Peripheral wall

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 先端部付近を錐状の頭部とし、後端部付
近を筒状のPC鋼より線保持部とするノズル状の本体
に、軸直角方向に貫通し、後端部から先端部付近にかけ
て軸方向に延伸するスリットを形成するとともに本体の
中央部にスリット直角方向にボルト挿通孔をねじを設け
て形成し、このボルト挿通孔にねじ付きボルトを螺着し
てなることを特徴とするPC鋼より線先端保護具。
1. A nozzle having a conical head near the front end and a tubular PC steel wire holding part near the rear end penetrates in a direction perpendicular to the axis of the nozzle. A slit extending in the axial direction is formed around the part, and a bolt insertion hole is formed in the center of the main body by providing a screw in a direction perpendicular to the slit, and a threaded bolt is screwed into this bolt insertion hole. PC steel stranded wire tip protector.
JP24391095A 1995-08-30 1995-08-30 PC steel wire tip protector Expired - Fee Related JP2720380B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24391095A JP2720380B2 (en) 1995-08-30 1995-08-30 PC steel wire tip protector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24391095A JP2720380B2 (en) 1995-08-30 1995-08-30 PC steel wire tip protector

Publications (2)

Publication Number Publication Date
JPH0967934A JPH0967934A (en) 1997-03-11
JP2720380B2 true JP2720380B2 (en) 1998-03-04

Family

ID=17110831

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24391095A Expired - Fee Related JP2720380B2 (en) 1995-08-30 1995-08-30 PC steel wire tip protector

Country Status (1)

Country Link
JP (1) JP2720380B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102069352B (en) * 2010-12-23 2012-10-10 成都四威高科技产业园有限公司 Method for processing small nozzle
ES2547584B1 (en) * 2014-03-07 2016-07-12 Esteyco S.A.P. Anchoring means with cable for a horizontal joint, and anchoring procedure with cable for a horizontal joint
CN109024289A (en) * 2018-08-01 2018-12-18 中交公局第二工程有限公司 A kind of steel strand wires whole strand pricking method

Also Published As

Publication number Publication date
JPH0967934A (en) 1997-03-11

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Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19970930

LAPS Cancellation because of no payment of annual fees