JPH0458869B2 - - Google Patents
Info
- Publication number
- JPH0458869B2 JPH0458869B2 JP61105756A JP10575686A JPH0458869B2 JP H0458869 B2 JPH0458869 B2 JP H0458869B2 JP 61105756 A JP61105756 A JP 61105756A JP 10575686 A JP10575686 A JP 10575686A JP H0458869 B2 JPH0458869 B2 JP H0458869B2
- Authority
- JP
- Japan
- Prior art keywords
- unit
- joint
- reinforcing bars
- wall
- joint unit
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 34
- 238000000034 method Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 description 19
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は壁鉄筋工事の際の鉄筋の継手部の施
工方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for constructing joints of reinforcing bars during wall reinforcing work.
壁鉄筋工事の省力化のため近時、鉄筋のプレハ
ブ化が行われているが、これにより形成される鉄
筋の各ユニツト間の継手部分は従来通りの手作業
により結束させるものであつた。
Recently, prefabricated reinforcing bars have been used to save labor in wall reinforcing work, but the joints between each unit of the reinforcing bars formed by this have been tied together by hand as in the past.
しかしながら継手部を手作業で行うため多くの
手間と時間を必要とし効率が良くないものであつ
た。
However, since the joints are made manually, it requires a lot of time and effort, and is not efficient.
この発明は従来の難点を解消するために開発し
たもので継手部分の手作業をなくし、プレハブ化
して作業を省力化することを目的とするものであ
る。 This invention was developed in order to solve the problems of the conventional art, and aims to eliminate the manual work involved in making the joints and to save labor by prefabricating the joints.
この発明は複数の鉄筋を間隔を有して紐体にて
すだれ状に結束して縮めた継手ユニツトを形成
し、現場においてこの継手ユニツトを吊り上げて
鉄筋間隔を広げて壁鉄筋の継手部分に添接し、壁
鉄筋の各鉄筋と継手ユニツトの各鉄筋をそれぞれ
結束することを特徴とする壁鉄筋の継手部の施工
方法である。
In this invention, a joint unit is formed by binding a plurality of reinforcing bars in a sash shape with strings at intervals, and this joint unit is hoisted at the site, the spacing between the reinforcing bars is widened, and the joint unit is attached to the joint part of the wall reinforcing bars. This is a construction method for a joint section of wall reinforcing bars, which is characterized in that each reinforcing bar of the wall reinforcing bars and each reinforcing bar of a joint unit are tied together.
以下図示した実施例に基づいて説明する。 The following description will be made based on the illustrated embodiment.
1は予め工場で製作されたユニツト壁筋を示す
もので、2はユニツト壁筋1の継手部3に結束す
る一般部の継手ユニツトである。この一般部の継
手ユニツト2は予め工場にて製作されるもので、
複数の継手ユニツトの鉄筋4を、連結すべきユニ
ツト壁筋1の壁ユニツトの横筋5と同一間隔、高
さ方向に水平平行に配列し、その左右側部分にて
ワイヤーロープ、チエーン等の紐体6で継手ユニ
ツトの鉄筋4を相互に結束し、すだれ状に形成し
たものである。そして現場へ搬入する際には縮め
た状態としておく。 Reference numeral 1 indicates a unit wall reinforcement manufactured in advance at a factory, and 2 indicates a joint unit of a general portion that is bound to a joint portion 3 of the unit wall reinforcement 1. This general joint unit 2 is manufactured in advance at a factory.
The reinforcing bars 4 of the plurality of joint units are arranged horizontally and parallelly in the height direction at the same intervals as the horizontal bars 5 of the wall units of the unit wall reinforcements 1 to be connected, and strings such as wire ropes and chains are connected to the left and right parts of the reinforcing bars 4 of the plurality of joint units. At 6, the reinforcing bars 4 of the joint unit are tied together to form a blind shape. Then, when transporting it to the site, it is kept in a contracted state.
一般部の継手ユニツト2によつて壁の直部分の
ユニツト壁筋1同士を連結するには、まず第1図
に示すようにクレーンにて一般部の継手ユニツト
2の上部を吊り上げ、鉄筋4,4の間隔を広げて
ユニツト壁筋1の継手部3の側面に添接し、継手
ユニツトの各鉄筋4をユニツト壁筋1の各鉄筋に
結束する。この場合、一般部の継手ユニツト2は
第2図に示すようにユニツト壁筋1の両側面より
それぞれ添接し結束するものである。 In order to connect the unit wall reinforcements 1 on the straight part of the wall using the joint unit 2 on the general part, first lift the upper part of the joint unit 2 on the general part with a crane as shown in FIG. 4 are attached to the side surface of the joint part 3 of the unit wall reinforcement 1, and each reinforcing bar 4 of the joint unit is tied to each reinforcing bar of the unit wall reinforcement 1. In this case, the joint unit 2 of the general section is attached and bound from both sides of the unit wall reinforcement 1, as shown in FIG.
第3図乃至第7図は壁の交差部における実施例
を示したものである。7は使用される交差部の継
手ユニツトを示すもので、予めT字状に形成した
複数枚の交差部継手ユニツトの各鉄筋8を、連結
すべきユニツト壁筋1の壁ユニツトの各横筋5と
同一間隔、高さ方向に水平、平行に配列し、ワイ
ヤーロープ、チーエーン等の紐体6で交差部継手
ユニツトの各鉄筋8を相互に結束したものであ
る。交差部継手ユニツトの鉄筋8は第6図に示す
ように鉄筋8aを二本平行に配設し、この鉄筋8
aの長さ方向の中央部から直角方向にU型アンカ
ー8bを取付けたものである。また第7図に示す
ように鉄筋8aの長さ方向中央部から直角方向に
二本の平行な鉄筋8cを定着板を介して取付ける
場合もある。 Figures 3 to 7 show embodiments at wall intersections. Reference numeral 7 shows the intersection joint unit to be used, in which each reinforcing bar 8 of a plurality of intersection joint units formed in a T-shape in advance is connected to each horizontal reinforcement 5 of the wall unit of the unit wall reinforcement 1 to be connected. The reinforcing bars 8 of the intersection joint unit are arranged horizontally and parallelly at the same intervals in the height direction, and bound to each other with strings 6 such as wire ropes or chains. The reinforcing bars 8 of the intersection joint unit include two reinforcing bars 8a arranged in parallel as shown in FIG.
A U-shaped anchor 8b is attached in a direction perpendicular to the central part in the length direction of a. Further, as shown in FIG. 7, two parallel reinforcing bars 8c may be attached via a fixing plate in a direction perpendicular to the longitudinal center of the reinforcing bar 8a.
交差部の継手ユニツト7は第3図に示すように
積み重ねた状態で載置し、壁の交差部におけるユ
ニツト壁筋1同士を連結するに際しては、まずク
レーンにて交差部の継手ユニツト7の上部を吊り
込み、ユニツト壁筋1の継手部3の側面に添接
し、交差部継手ユニツトの鉄筋8部分をユニツト
壁筋1の鉄筋に結束する。この場合第6図および
第7図に示すように交差部の継手ユニツト7はユ
ニツト壁筋1の内側面よりそれぞれ添接し結束す
るものである。 The joint units 7 at the intersection are placed in a stacked state as shown in FIG. is suspended and attached to the side surface of the joint part 3 of the unit wall reinforcement 1, and the reinforcing bars 8 of the intersection joint unit are tied to the reinforcing bars of the unit wall reinforcement 1. In this case, as shown in FIGS. 6 and 7, the joint units 7 at the intersection are attached and tied together from the inner surfaces of the unit wall reinforcements 1, respectively.
以上、この発明は予め工場においてすだれ状を
なす継手ユニツトを製作して縮めた状態にして現
場に搬入し、この継手ユニツトを現場において吊
り上げ、鉄筋間隔を自動的に広げてユニツト壁筋
の継手部分の各鉄筋に結束するので、継手部の手
作業は大幅に低減され、作業を省力化することが
でき、工期の短縮を期待できる。
As described above, in this invention, a joint unit in the form of a blind is manufactured in advance in a factory, transported to the site in a contracted state, and this joint unit is hoisted at the site, and the spacing between reinforcing bars is automatically widened to connect the joints of the unit wall reinforcements. Because it is tied to each reinforcing bar, manual work at the joints is greatly reduced, labor-saving work is possible, and construction time can be expected to be shortened.
第1図は壁の直部分における一般部の継手ユニ
ツトの吊り込み作業の状態を示す斜視図、第2図
はその継手ユニツトのユニツト壁筋への取付状態
を示した横断面図、第3図乃至第5図は壁の交差
部分における交差部の継手ユニツトの吊り込み作
業の状態を示す斜視図、第6図、第7図はその継
手ユニツトのユニツト壁筋への取付状態を示した
横断面図である。
1……ユニツト壁筋、2……一般部の継手ユニ
ツト、3……継手部、4……継手ユニツトの鉄
筋、5……壁ユニツトの横筋、6……紐体、7…
…交差部の継手ユニツト、8……交差部継手ユニ
ツトの鉄筋。
Fig. 1 is a perspective view showing the condition of the general joint unit being hung in the vertical part of the wall, Fig. 2 is a cross-sectional view showing the state of attachment of the joint unit to the unit wall reinforcement, and Fig. 3 Figures 5 to 5 are perspective views showing the state of the hanging work of the joint unit at the intersection at the intersection of walls, and Figures 6 and 7 are cross sections showing the state of attachment of the joint unit to the unit wall reinforcement. It is a diagram. DESCRIPTION OF SYMBOLS 1...Unit wall reinforcement, 2...Joint unit of general part, 3...Joint part, 4...Reinforcement bar of joint unit, 5...Horizontal reinforcement of wall unit, 6...String body, 7...
...Joint unit at the intersection, 8...Reinforcement bar at the joint unit at the intersection.
Claims (1)
に結束して縮めた継手ユニツトを形成し、現場に
おいてこの継手ユニツトを吊り上げて鉄筋間隔を
広げて壁鉄筋の継手部分に添接し、壁鉄筋の各鉄
筋と継手ユニツトの各鉄筋をそれぞれ結束するこ
とを特徴とする壁鉄筋の継手部の施工方法。1. A joint unit is formed by binding a plurality of reinforcing bars at intervals with strings in a sash-shape, hoisting this joint unit on site, widening the spacing between the reinforcing bars, and attaching it to the joint part of the wall reinforcing bars. A method for constructing joints of wall reinforcing bars, characterized by tying together each reinforcing bar of the wall reinforcing bars and each reinforcing bar of the joint unit.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10575686A JPS62264263A (en) | 1986-05-08 | 1986-05-08 | Method of prefabricated construction in joint section of wall reinforcement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10575686A JPS62264263A (en) | 1986-05-08 | 1986-05-08 | Method of prefabricated construction in joint section of wall reinforcement |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62264263A JPS62264263A (en) | 1987-11-17 |
JPH0458869B2 true JPH0458869B2 (en) | 1992-09-18 |
Family
ID=14416074
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10575686A Granted JPS62264263A (en) | 1986-05-08 | 1986-05-08 | Method of prefabricated construction in joint section of wall reinforcement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62264263A (en) |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5150804U (en) * | 1974-10-16 | 1976-04-17 |
-
1986
- 1986-05-08 JP JP10575686A patent/JPS62264263A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS62264263A (en) | 1987-11-17 |
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