JPS5857585B2 - How to assemble reinforcing bar mesh - Google Patents
How to assemble reinforcing bar meshInfo
- Publication number
- JPS5857585B2 JPS5857585B2 JP11598379A JP11598379A JPS5857585B2 JP S5857585 B2 JPS5857585 B2 JP S5857585B2 JP 11598379 A JP11598379 A JP 11598379A JP 11598379 A JP11598379 A JP 11598379A JP S5857585 B2 JPS5857585 B2 JP S5857585B2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- mesh
- reinforcing
- net
- bar net
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title claims description 58
- 238000000034 method Methods 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 210000004556 brain Anatomy 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】
本発明は梁で囲まれたブロックに配筋するスラブ筋とし
ての鉄筋網の組付方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for assembling a reinforcing bar network as slab reinforcement arranged in a block surrounded by beams.
出願人は魂に昭和50年特許願第96848号において
鉄筋組付工法とこれに用いる鉄筋網について出願してい
る。The applicant filed an application with Tamashii in Patent Application No. 96848 filed in 1975 regarding a reinforcing bar assembly method and a reinforcing bar mesh used therein.
これは網目状に形成された部分を有し、かつ網目を形成
する鉄筋の交差部を溶着したものであって、この一部を
網目状とした鉄筋網を所定の位置に配設し、たとえは下
端筋もしくは上端筋として形成して行くことを特徴とす
るものである。This has a mesh-shaped part, and the intersections of the reinforcing bars forming the mesh are welded together. It is characterized by being formed as a lower end reinforcement or an upper end reinforcement.
この上記の如き鉄筋網を取付ける場合にたとえはその配
筋面が広く複数の鉄筋網間に継手をとって組付けて行く
。When installing such a reinforcing bar network as described above, for example, the reinforcement surface is wide and joints are established between a plurality of reinforcing bar networks to be assembled.
この場合たとえば第1図aに示す如く中央部が網目状を
形成して網目を構成する鉄筋の交差部を溶着し、相対抗
する両端部分の所定範囲にわたって網目を形成する鉄筋
がない第1の鉄筋網1と第1の鉄筋網と同様に構成され
るも端部にも網目を形成している第2鉄筋網2とを第2
図に示す如ぐ第1の鉄筋網1に引き続いて第2の鉄筋網
の端部を第1の鉄筋網1の非網目部分に重ね配置し、更
に第2の鉄筋網2に引き続いて他の第2の鉄筋網2′を
第2の鉄筋網2の非網目部分に重ね配置し、同様にこれ
を順次所定面積になるまで続けて、第1の鉄筋網1と第
2の鉄筋網2との重複させた部分、第2の鉄筋網2ど第
2の鉄筋網2′との重複させた部分において、結束し継
手をとっていた、なお、3は結束を示している。In this case, for example, as shown in Fig. 1a, the central part forms a mesh and the intersections of the reinforcing bars forming the mesh are welded, and the first reinforcing bars that do not form a mesh over a predetermined range of opposing end portions are welded. The reinforcing bar net 1 and the second reinforcing bar net 2, which is configured similarly to the first reinforcing bar net but also has a mesh at the end, are
As shown in the figure, following the first reinforcing bar net 1, the end portion of the second reinforcing bar net is placed overlapping the non-mesh portion of the first reinforcing bar net 1, and further following the second reinforcing bar net 2, another reinforcing bar net is placed. The second reinforcing bar network 2' is placed overlapping the non-mesh area of the second reinforcing bar network 2, and this is continued in the same way sequentially until a predetermined area is reached, and the first reinforcing bar network 1 and the second reinforcing bar network 2 are In the overlapping portions of the second reinforcing bar net 2 and the second reinforcing bar net 2', they were tied together and jointed. Note that 3 indicates bundling.
しかるに上記の如き方法で鉄筋網の組付を行なっていく
ためには、第1図aおよびbに示す如く2種類の鉄筋網
を必要とする欠点があった。However, in order to assemble the reinforcing bar net by the method described above, there is a drawback that two types of reinforcing bar nets are required as shown in FIGS. 1a and 1b.
なお第1の鉄筋網の継手をとらない非網目部は通常梁上
に位置させる。Note that the non-mesh portion of the first reinforcing bar mesh that does not have joints is usually located on the beam.
本発明は上記Oこかんがみなされたもので、上記の欠点
を解消した鉄筋網の組付方法を提供することを目的とす
るものであって、以下本発明を実施例により説明する。The present invention has been made in consideration of the above-mentioned problems, and it is an object of the present invention to provide a method for assembling a reinforcing bar net that eliminates the above-mentioned drawbacks.The present invention will be explained below using examples.
まず本発明の方法に使用をする鉄筋網は第1図aに示し
た第1の鉄筋網のみを用いる。First, as the reinforcing bar network used in the method of the present invention, only the first reinforcing bar network shown in FIG. 1a is used.
第3図は本発明の詳細な説明に供する図である。FIG. 3 is a diagram for explaining the present invention in detail.
たとえは第3図に示す如く鉄筋網1を右側に延長する場
合を例にとって説明すれは第3図に示す如く鉄筋網1の
右側の非網目部分に、他の鉄筋網1′の左側の非網目部
分を重ね継を行って継手をとる。For example, the case where the reinforcing bar net 1 is extended to the right side as shown in FIG. 3 will be explained. As shown in FIG. Overlap the mesh parts and make the joints.
この場合、継手をとるために2つの鉄筋網1と1′の非
網目部分の対応する鉄筋AとBとは結束される。In this case, the corresponding reinforcing bars A and B of the non-mesh parts of the two reinforcing bar networks 1 and 1' are tied together to form a joint.
この結束は3にて示しである。この結束時、結束位置に
網目を構成させるための鉄筋Cを配筋し同時に結束する
。This binding is shown at 3. At the time of this binding, reinforcing bars C to form a mesh at the binding position are arranged and tied at the same time.
また鉄筋1/と、他の第1の鉄筋網1“との関係におい
ても鉄筋網1と1′との関係と同一に順次右側に延長し
て所要面積にわたって行なう。Also, the relationship between the reinforcing bars 1/ and the other first reinforcing bar network 1'' is the same as the relationship between the reinforcing bar networks 1 and 1', and is extended sequentially to the right over the required area.
なお上記は鉄筋網1を+X軸側(右側)に延長する場合
であるが鉄筋網1を−X軸側(左側)に延長する場合も
、鉄筋網1を+y軸側に延長する場合も、鉄筋網1を−
y軸側に延長する場合も同様である。Note that the above is a case where the reinforcing bar net 1 is extended to the +X axis side (right side), but when extending the reinforcing bar net 1 to the -X axis side (left side), and when extending the reinforcing bar net 1 to the + y axis side, Rebar net 1-
The same applies to the case of extending to the y-axis side.
また、鉄筋網1を±X軸側および±y軸側に延長する如
く直交して延長するときは対応する両端側に非網目部分
を有する鉄筋網を用いればよい。Furthermore, when the reinforcing bar net 1 is extended perpendicularly to the ±X-axis side and the ±y-axis side, a reinforcing bar net having non-mesh portions at both corresponding ends may be used.
以上説明した如く本発明によれは中央部に網目を構威し
、網目を構成する鉄筋の交差部を溶接した鉄筋網の端部
の非網目部分に、前記鉄筋網と同−構成の他の鉄筋網の
端部の非網目部分を重複させて重ね継を行なうときに同
時に、前記非網目部分に網目を構成する鉄筋を前記重ね
継の結束個所に配筋し、これ等を共に結束するようにし
たため、重ね継のための結束により前記非網目部分に網
目が構成され、かつ結束のための手数も通常の重ね継の
ための結束の手数から増加することはなく作業能率は向
上するとともに、鉄筋網も一種類ですむ効果がある。As explained above, according to the present invention, a mesh is formed in the central part, and other reinforcing bars having the same structure as the said reinforcing bar mesh are attached to the non-mesh portions of the ends of the reinforcing bar mesh, which are welded at the intersections of the reinforcing bars constituting the mesh. When overlapping the non-mesh portions at the ends of the reinforcing bar net and performing a lap joint, at the same time, the reinforcing bars forming the mesh in the non-mesh portion are placed at the binding points of the overlap joint, and these are tied together. Therefore, a mesh is formed in the non-mesh portion by binding for lap joints, and the number of steps for binding does not increase from the number of steps for binding for normal lap joints, improving work efficiency. This also has the effect of requiring only one type of rebar mesh.
これを詳しく列記すると、
1 品種が少なくてすむことが現物で仕分けする労力と
取付作業を促進するメリットになっている。To list this in detail: 1. The fact that there are fewer types has the advantage of facilitating physical sorting and installation work.
2 品種が少なくなることにより製造原価も下り市場の
ニーズに答えている。2. As the number of products decreases, manufacturing costs also decrease to meet the needs of the downstream market.
3 頭を使はないての素人作業か全う出来るため労務事
情の改善、合せて工期短縮を果している。3. Since the work can be completed by amateurs without the use of brains, labor conditions are improved and the construction period is shortened.
尚、ここで云う労務事情の内容は、欠配のことである。The labor situation referred to here refers to a lack of employment.
(1)高年齢化している作業効率の悪化
(2)思考力を持つ技能者不足
(3)専業化している労力を兼業化することによる労力
の多用化と素人施工の達成。(1) Deterioration of work efficiency due to aging population (2) Shortage of skilled workers with thinking ability (3) Increased use of labor and achievement of amateur construction by converting specialized labor into part-time jobs.
第1図は鉄筋網の正面図1.第2図は従来の鉄筋網の組
付方法の説明に供する図。
第3図は本発明の鉄筋網の組付方法の説明に供する図。
1.1′およびl // ;鉄筋網、A、BおよびC;
鉄筋。Figure 1 is a front view of the reinforcing bar network. FIG. 2 is a diagram for explaining a conventional method of assembling a reinforcing bar net. FIG. 3 is a diagram for explaining the reinforcing bar network assembly method of the present invention. 1.1′ and l //; reinforcing bar network, A, B and C;
Rebar.
Claims (1)
部を溶接した鉄筋網の端部の非網目部分に、前記鉄筋網
と同一構成の他の鉄筋網の端部の非網目部分を重複させ
て重ね継を行なうときに同時に前記非網目部分に網目を
構成する鉄筋を配筋し、これ等を結束することを特徴と
する鉄筋網の取付方法。1 A mesh is formed in the center, and the non-mesh portion of the end of another reinforcing bar mesh having the same configuration as the said reinforcing bar mesh is attached to the non-mesh portion of the end of the reinforcing bar mesh, which has a mesh in the center and the intersections of the reinforcing bars forming the mesh are welded. A method for installing a reinforcing bar net, characterized in that, when performing overlapping splicing, reinforcing bars constituting the mesh are placed in the non-mesh portion at the same time, and the reinforcing bars are tied together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11598379A JPS5857585B2 (en) | 1979-09-10 | 1979-09-10 | How to assemble reinforcing bar mesh |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11598379A JPS5857585B2 (en) | 1979-09-10 | 1979-09-10 | How to assemble reinforcing bar mesh |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5641950A JPS5641950A (en) | 1981-04-18 |
| JPS5857585B2 true JPS5857585B2 (en) | 1983-12-21 |
Family
ID=14675963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11598379A Expired JPS5857585B2 (en) | 1979-09-10 | 1979-09-10 | How to assemble reinforcing bar mesh |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5857585B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62165492U (en) * | 1986-04-09 | 1987-10-21 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0317569A (en) * | 1989-06-14 | 1991-01-25 | Shikoku Electric Power Co Inc | Apparatus for detecting disconnection trouble point of electric cable |
-
1979
- 1979-09-10 JP JP11598379A patent/JPS5857585B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62165492U (en) * | 1986-04-09 | 1987-10-21 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5641950A (en) | 1981-04-18 |
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