JP2001295472A - Method for introducing axial force into reinforcing bar - Google Patents

Method for introducing axial force into reinforcing bar

Info

Publication number
JP2001295472A
JP2001295472A JP2000112379A JP2000112379A JP2001295472A JP 2001295472 A JP2001295472 A JP 2001295472A JP 2000112379 A JP2000112379 A JP 2000112379A JP 2000112379 A JP2000112379 A JP 2000112379A JP 2001295472 A JP2001295472 A JP 2001295472A
Authority
JP
Japan
Prior art keywords
reinforcing bar
axial force
sleeve
female screw
introducing
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.)
Pending
Application number
JP2000112379A
Other languages
Japanese (ja)
Inventor
Takao Waki
多賀夫 脇
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP2000112379A priority Critical patent/JP2001295472A/en
Publication of JP2001295472A publication Critical patent/JP2001295472A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a method capable of dispensing with large-scale equipment and shortening the term of works for introducing axial force into a reinforcing bar. SOLUTION: This method for introducing axial force into the reinforcing bar is characterized in that the principal part is constituted by a first member 1 formed by making one end of a steel-made sleeve 1A press contact with one end of the reinforcing bar 1C and providing the inner surface of the other end of the sleeve 1A with a female screw part 1B, a second member 2 formed by making one end of a steel-made sleeve 2A press contact with one end of a reinforcing bar 2C separately from the first member 1 and providing the inner surface of the other end of the sleeve 2A with a female screw part 2B which is threaded inverse to the above female screw part 1B, and a connecting bolt 3 having male screw parts 3A, 3B respectively screw-engaged with the female screw parts 1B, 2B formed on both sides of a fixing nut 3C, and the first member 1 and the second member 2 are screw-engaged with each other by the connecting bolt 3 to thereby introduce pulling axial force into both of the reinforcing bars 1C, 2C.

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、鉄筋に軸力を導入
する方法に関し、さらに詳しくは、螺子式鉄筋をタイロ
ッドとして用いた場合の引っ張り軸力を導入する方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for introducing an axial force to a reinforcing bar, and more particularly, to a method for introducing a tensile axial force when a screw type reinforcing bar is used as a tie rod.

【0002】[0002]

【従来の技術】従来の大スパンの梁や柱の鉄筋に引っ張
り軸力を導入して耐震性を向上させる方法の一つとして
VSL工法がある。VSL工法はプレストレスト定着工
法であり、PC鋼より線を用いたポストテンション工
法、アンカー工法が良く知られている。例えば、図2に
示すような貯炭場の大スパンL(例えば66.3m)の
床に軸力を導入する方法としてポストテンション工法を
利用した場合、鉄筋の配置と同時にシースを配置し、そ
の中にPC鋼材を付着のない状態にしてコンクリートを
打設し、前記コンクリートの所定強度を確認した後にジ
ャッキによってPC鋼材に引っ張り力を与え、その状態
でPC鋼材の両端部を定着具で固定し、コンクリートに
圧縮力を与える方法が行われている。
2. Description of the Related Art There is a VSL method as one of conventional methods for improving seismic resistance by introducing a tensile axial force to a reinforcing bar of a large span beam or column. The VSL method is a prestressed fixing method, and a post-tension method and an anchor method using a PC steel strand are well known. For example, when a post-tension method is used as a method of introducing an axial force to a floor of a large span L (for example, 66.3 m) of a coal storage yard as shown in FIG. Concrete is cast in a state where the PC steel is not attached to the concrete, and after confirming the predetermined strength of the concrete, a tensile force is applied to the PC steel by a jack, and both ends of the PC steel are fixed with a fixing tool in that state, A method of applying compressive force to concrete has been used.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
VSL工法は、PC鋼より線を1本から55本まで使用
することによって、1ケーブル当りの導入力が例えば1
2.5t〜1,118.7tと大容量となるため、軸力
を導入するには水圧装置や油圧装置を使って行わざる得
ない。そのため装置が大掛かりとなり、装置の納期や組
立・調整等で工期が長くなって、コスト増しになるとい
う問題があった。本発明は、前記課題を解決するために
なされたものであって、大掛かりな装置が不要で、鉄筋
に軸力を導入する作業の工期を短縮できる方法を提供す
ることを目的とする。
However, the conventional VSL method uses one to 55 PC strands, so that the introduction force per cable is, for example, one.
Since the capacity is as large as 2.5t to 118.7t, it is necessary to use a hydraulic device or a hydraulic device to introduce the axial force. For this reason, there has been a problem that the apparatus becomes large-scale, and the construction period becomes longer due to the delivery time of the apparatus, assembling / adjustment, and the like, resulting in an increase in cost. The present invention has been made in order to solve the above-mentioned problem, and an object of the present invention is to provide a method that does not require a large-scale device and can shorten the period of work for introducing an axial force into a reinforcing bar.

【0004】[0004]

【課題を解決するための手段】前記課題を解決するため
になされた本発明に係る鉄筋に軸力を導入する方法の要
旨とするところは、鉄筋の一端部に鋼製のスリーブの一
端部を圧着し、前記スリーブの他端部の内面に雌螺子部
を設けた第一の部材と、前記第一の部材とは別に、鉄筋
の一端部に鋼製のスリーブの一端部を圧着し、前記スリ
ーブの他端部の内面に前記雌螺子部とは逆螺子の雌螺子
部を設けた第二の部材と、前記雌螺子部とそれぞれ螺合
する雄螺子部を、固定ナットの両側にそれぞれ形成した
連結ボルトとから主要部が構成され、前記第一の部材と
前記第二の部材とを前記連結ボルトで螺合させることに
より両鉄筋に引っ張り軸力を導入することを特徴とする
方法である。
SUMMARY OF THE INVENTION The gist of the method for introducing an axial force into a reinforcing bar according to the present invention, which has been made to solve the above-mentioned problems, is to provide one end of a steel sleeve at one end of the reinforcing bar. Crimping, a first member provided with a female screw portion on the inner surface of the other end of the sleeve, separately from the first member, crimped one end of a steel sleeve to one end of a reinforcing bar, A second member provided with a female screw portion of a reverse screw to the female screw portion on the inner surface of the other end of the sleeve, and a male screw portion respectively screwed with the female screw portion are formed on both sides of the fixed nut, respectively. A main part is formed from the connecting bolts, and the first member and the second member are screwed together with the connecting bolts to introduce a tensile axial force to both rebars. .

【0005】このように鉄筋の一端部に鋼製のスリーブ
の一端部を圧着し、前記スリーブの他端部の内面に雌螺
子部を設けた第一の部材と、前記第一の部材とは別に、
鉄筋の一端部に鋼製のスリーブの一端部を圧着し、前記
スリーブの他端部の内面に前記雌螺子部とは逆螺子の雌
螺子部を設けた第二の部材と、前記雌螺子部とそれぞれ
螺合できるような雄螺子部を、固定ナットの両側にそれ
ぞれを形成した連結ボルトとから主要部を構成すること
により、前記第一の部材と前記第二の部材とを前記連結
ボルトで工具と人力により簡単に螺合させることがで
き、両鉄筋に引っ張り軸力を導入することができる。そ
の結果、大掛かりな水圧装置や油圧装置が不要となり工
期も短縮できる。
[0005] As described above, the first member in which one end of the steel sleeve is crimped to one end of the rebar and the female screw portion is provided on the inner surface of the other end of the sleeve, and Separately,
A second member in which one end of a steel sleeve is pressure-bonded to one end of a reinforcing bar, and a female screw part of a reverse screw to the female screw part is provided on an inner surface of the other end of the sleeve; The first member and the second member are connected by the connection bolt by forming a main portion from a male screw portion that can be screwed with the connection nut formed on each side of the fixed nut. It can be easily screwed together with a tool and human power, and a tensile axial force can be introduced into both rebars. As a result, a large-scale hydraulic or hydraulic device is not required, and the construction period can be shortened.

【0006】[0006]

【発明の実施の形態】本発明に係る鉄筋に軸力を導入す
る方法について図面を参照して説明する。図1は、本発
明に係る鉄筋に軸力を導入する方法の一実施の形態を示
す簡略図である。本発明の構成部材は、第一の部材1
と、第二の部材2と、前記第一の部材1と前記第二の部
材2とを繋ぐ連結ボルト3とから主要部が構成される。
第一の部材1は、螺子式鉄筋である鉄筋(例えばD5
1)1Cの一端部に鋼製のスリーブ1Aの一端部を圧着
し、前記スリーブ1Aの他端部の内面に雌螺子部1Bを
設けたものである。第二の部材2は、螺子式鉄筋である
鉄筋(例えばD51)2Cの一端部に鋼製のスリーブ2
Aの一端部を圧着し、前記スリーブ2Aの他端部の内面
に第一の部材1の雌螺子部1Bとは逆螺子の雌螺子部2
Bを設けたものである。連結ボルト3は、2つの前記雌
螺子部1B,2Bとそれぞれ螺合できるような雄螺子部
3A,3Bが、固定ナット3Cの両側にそれぞれ設けら
れている。連結ボルト3の中央部には固定ナット3Cが
設けられている。また、2つの前記雄螺子部3A,3B
には、鉄筋に引っ張り軸力を与えた後、連結ボルト3が
回転して引っ張り軸力が変化しないように2つのスリー
ブ1A,2Aの他端部で連結ボルト3を固定するための
ロックナット4A,4Bがそれぞれに設けられる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for introducing an axial force to a reinforcing bar according to the present invention will be described with reference to the drawings. FIG. 1 is a simplified diagram showing one embodiment of a method for introducing an axial force into a reinforcing bar according to the present invention. The constituent member of the present invention includes a first member 1
And a second member 2, and a connection bolt 3 connecting the first member 1 and the second member 2 to form a main part.
The first member 1 is a reinforcing bar (for example, D5
1) One end of a steel sleeve 1A is crimped to one end of 1C, and a female screw portion 1B is provided on the inner surface of the other end of the sleeve 1A. The second member 2 includes a steel sleeve 2 at one end of a reinforcing bar (for example, D51) 2C that is a screw-type reinforcing bar.
A of one end of the sleeve 2A, and a female screw part 2 of a reverse thread to the female screw part 1B of the first member 1 is formed on the inner surface of the other end of the sleeve 2A.
B is provided. The connecting bolt 3 has male screw portions 3A and 3B that can be screwed with the two female screw portions 1B and 2B, respectively, provided on both sides of the fixing nut 3C. A fixing nut 3 </ b> C is provided at the center of the connection bolt 3. Also, the two male screw portions 3A, 3B
A lock nut 4A for fixing the connecting bolt 3 at the other end of the two sleeves 1A and 2A so that the connecting bolt 3 is rotated and the tensile axial force is not changed after a tensile axial force is applied to the reinforcing bar. , 4B are provided respectively.

【0007】これらの構成要素のうち連結ボルト3の固
定ナット3Cを工具を使って人力により回転して、前記
第一の部材1と前記第二の部材2とを連結ボルト3に螺
合させて両部材1,2を連結ボルト3の中央部側に引き
寄せるようにすることにより両鉄筋1C,2Cに引っ張
り軸力を導入できる。引っ張り軸力は、例えば軸力計を
取り付けて軸力を計測した後、安全率を1.1としてト
ルクを人力で導入することができる。両鉄筋1C,2C
に引っ張り軸力を与えた後、2つのスリーブ1A,2A
の他端部でロックナット4A,4Bにより連結ボルト3
が固定される。このようにすることにより、連結ボルト
3を長い間放置した状態においても連結ボルト3が緩ん
で両鉄筋1C,2Cの引っ張り軸力が低下するのを防ぐ
ことができる。
[0007] Of these components, the fixing nut 3C of the connecting bolt 3 is rotated by human power using a tool to screw the first member 1 and the second member 2 into the connecting bolt 3. By pulling the two members 1 and 2 toward the center of the connecting bolt 3, a tensile axial force can be introduced to both rebars 1C and 2C. As the tensile axial force, for example, after an axial force meter is attached and the axial force is measured, a torque can be introduced manually with a safety factor of 1.1. Both rebars 1C, 2C
After applying a pulling axial force to the two sleeves 1A and 2A
At the other end of the connection bolts 3A and 4B, connecting bolts 3
Is fixed. In this way, even when the connecting bolt 3 is left for a long time, it is possible to prevent the connecting bolt 3 from being loosened and the tensile axial force of the rebars 1C, 2C from being reduced.

【0008】尚、本発明の鉄筋に軸力を導入する方法
は、本発明の技術範囲を逸脱しない限り必要に応じて種
々適宜変更して実施可能である。例えばターンバックル
方式で軸力を導入しても良い。また、図1では雌螺子部
が並行螺子になっているがテ―パ螺子でも良い。また、
連結ボルトは雄螺子部が並行螺子となっているが、ニッ
プル継手のようなテーパ螺子でも良い。また台形螺子で
も良い。
[0008] The method of introducing an axial force into a reinforcing bar according to the present invention can be implemented with various appropriate changes as necessary without departing from the technical scope of the present invention. For example, an axial force may be introduced by a turnbuckle method. In FIG. 1, the female screw portion is a parallel screw, but may be a taper screw. Also,
Although the male screw portion of the connection bolt is a parallel screw, a tapered screw such as a nipple joint may be used. Also, trapezoidal screws may be used.

【0009】[0009]

【発明の効果】以上述べた本発明によれば以下の効果が
得られる。 (1)鉄筋の一端部に鋼製のスリーブの一端部を圧着
し、前記スリーブの他端部の内面に雌螺子部を設けた第
一の部材と、前記第一の部材とは別に、鉄筋の一端部に
鋼製のスリーブの一端部を圧着し、前記スリーブの他端
部の内面に前記雌螺子部とは逆螺子の雌螺子部を設けた
第二の部材と、前記雌螺子部とそれぞれ螺合できるよう
な雄螺子部を、固定ナットの両側にそれぞれを設けた連
結ボルトとから主要部を構成することにより、前記第一
の部材と前記第二の部材とを前記連結ボルトで工具と人
力により簡単に螺合させることができ、両鉄筋に引っ張
り軸力を導入することができる。その結果、大掛かりな
油圧装置等が不要となり工期も短縮できる。
According to the present invention described above, the following effects can be obtained. (1) A first member in which one end of a steel sleeve is crimped to one end of a reinforcing bar, and a female screw portion is provided on an inner surface of the other end of the sleeve, and a reinforcing bar separately from the first member. A second member in which one end of a steel sleeve is crimped to one end of the sleeve, and a female screw part of a reverse screw is provided on the inner surface of the other end of the sleeve, and the female screw part The first part and the second member are tooled with the connection bolts by forming the main part from male screw parts that can be screwed together, and connection bolts provided respectively on both sides of the fixed nut. Can be easily screwed together with human power, and a tensile axial force can be introduced into both rebars. As a result, a large-scale hydraulic device or the like becomes unnecessary, and the construction period can be shortened.

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

【図1】本発明に係る鉄筋に軸力を導入する方法の一実
施の形態を示す図である。
FIG. 1 is a diagram showing one embodiment of a method for introducing an axial force into a reinforcing bar according to the present invention.

【図2】従来の鉄筋に軸力を導入する方法を説明するた
めの図である。
FIG. 2 is a diagram for explaining a conventional method of introducing an axial force into a reinforcing bar.

【符号の説明】[Explanation of symbols]

1 第一の部材 2 第二の部材 1A,2A スリーブ 1B,2B 雌螺子部 3 連結ボルト 3A,3B 雄螺子部 3C 固定ナット 4A,4B ロックナット DESCRIPTION OF SYMBOLS 1 1st member 2 2nd member 1A, 2A Sleeve 1B, 2B Female screw part 3 Connecting bolt 3A, 3B Male screw part 3C Fixed nut 4A, 4B Lock nut

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋の一端部に鋼製のスリーブの一端部
を圧着し、前記スリーブの他端部の内面に雌螺子部を設
けた第一の部材と、 前記第一の部材とは別に、鉄筋の一端部に鋼製スリーブ
の一端部を圧着し、前記スリーブの他端部の内面に前記
雌螺子部とは逆螺子の雌螺子部を設けた第二の部材と、 前記雌螺子部とそれぞれ螺合する雄螺子部を、固定ナッ
トの両側にそれぞれ形成した連結ボルトとから主要部が
構成され、 前記第一の部材と前記第二の部材とを前記連結ボルトで
螺合させることにより両鉄筋に引っ張り軸力を導入する
ことを特徴とする鉄筋に軸力を導入する方法。
1. A first member in which one end of a steel sleeve is press-bonded to one end of a reinforcing bar, and a female screw portion is provided on an inner surface of the other end of the sleeve. A second member in which one end of a steel sleeve is press-fitted to one end of a reinforcing bar, and a female screw part of a reverse screw to the female screw part is provided on an inner surface of the other end of the sleeve; The main part is composed of connecting bolts formed on both sides of the fixing nut, respectively, and a male screw part to be screwed with each other is formed by screwing the first member and the second member together with the connecting bolt. A method for introducing axial force to a reinforcing bar, wherein a tensile axial force is applied to both reinforcing bars.
JP2000112379A 2000-04-13 2000-04-13 Method for introducing axial force into reinforcing bar Pending JP2001295472A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000112379A JP2001295472A (en) 2000-04-13 2000-04-13 Method for introducing axial force into reinforcing bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000112379A JP2001295472A (en) 2000-04-13 2000-04-13 Method for introducing axial force into reinforcing bar

Publications (1)

Publication Number Publication Date
JP2001295472A true JP2001295472A (en) 2001-10-26

Family

ID=18624564

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000112379A Pending JP2001295472A (en) 2000-04-13 2000-04-13 Method for introducing axial force into reinforcing bar

Country Status (1)

Country Link
JP (1) JP2001295472A (en)

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