JP3052769U - Reinforcement structure such as solid foundation - Google Patents
Reinforcement structure such as solid foundationInfo
- Publication number
- JP3052769U JP3052769U JP1998001942U JP194298U JP3052769U JP 3052769 U JP3052769 U JP 3052769U JP 1998001942 U JP1998001942 U JP 1998001942U JP 194298 U JP194298 U JP 194298U JP 3052769 U JP3052769 U JP 3052769U
- Authority
- JP
- Japan
- Prior art keywords
- muscle
- bar
- welded
- main
- solid foundation
- 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
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Abstract
(57)【要約】
【課題】 現場作業が極めて容易で工期を短縮でき、ま
た工事費が安価で、全体を一平面状に折り畳むことが出
来、運搬に便利なベタ基礎等の配筋構造を提供する。
【解決手段】 ベタ基礎上に多数並べる底盤主筋1,
1,...に平行に沿わせる丸棒鋼,異径棒鋼よりなる
各重ね継手筋2,2,...の端部に水平に延びる定着
筋3を溶接し、これら各重ね継手筋2,2,...と定
着筋3との溶接部4にあばら筋5,5..を垂直に沿わ
せてなる。
(57) [Summary] [Problem] To provide a rebar arrangement structure such as a solid foundation which is extremely easy to work on site, can shorten the construction period, is inexpensive in construction cost, can be entirely folded in one plane, and is convenient for transportation. provide. SOLUTION: A large number of bottom main reinforcements 1 are arranged on a solid foundation.
1,. . . Lap joint bars 2, 2,. . . Are welded to the ends of the lap joints 2, 2,. . . Stirrups 5,5. . Vertically.
Description
【0001】[0001]
本考案は鉄筋或いは鉄骨コンクリート建築における地面、床、各階、スラブ等 に用いるベタ基礎及び柱、梁等の配筋構造に関する。 The present invention relates to a solid foundation used for a ground, a floor, each floor, a slab, etc. in a reinforcing steel or steel concrete building, and a reinforcing arrangement of columns, beams and the like.
【0002】[0002]
従来、鉄筋或いは鉄骨コンクリート建築における地面、床等に用いるベタ基礎 10の配筋構造は丸棒鋼,異径棒鋼よりなるベタ基礎上に底盤主筋1,1,.. .を多数並べ、それらの端部を図4示のように上又は下或いは横に折り曲げ、壁 等の立ち上がり筋構造を構築していた。 2. Description of the Related Art Conventionally, a solid foundation 10 used for a ground, a floor, or the like in a steel bar or a steel concrete building has a reinforcing structure of a bottom foundation 1, 1,. . . Were arranged, and their ends were bent upward, downward or sideways as shown in FIG. 4 to construct a rising muscle structure such as a wall.
【0003】[0003]
しかしこれでは、現場作業における底盤主筋1,1,...の端部の折り曲げ 作業が大変で高価となり、また工期が長くなり、地震等には強い応力が作用し、 ベタ基礎又は立ち上がり構造が破損し易かった。 本考案は、折り曲げに代えて工場で予め組み上げた溶接構造によって定着させ るものである。 However, in this case, the bottom main reinforcements 1,1,. . . The bending work of the end of the slab was very expensive and the construction period was prolonged. Strong stress was applied in the event of an earthquake or the like, and the solid foundation or standing structure was easily damaged. In the present invention, the welding is established by a welding structure pre-assembled in a factory instead of bending.
【0004】[0004]
本考案はベタ基礎上に多数並べる底盤主筋1,1,...に平行に沿わせる丸 棒鋼,異径棒鋼よりなる各重ね継手筋2,2,...の端部に水平に延びる定着 筋3を溶接し、これら各重ね継手筋2,2,...と定着筋3との溶接部4にあ ばら筋5,5..を垂直に沿わせてなるベタ基礎等の配筋構造である。また本考 案は上記各重ね継手筋2,2,..と定着筋3とはスポット溶接4で予め工場で 組み立てておき、またあばら筋5,5...の上下端にスポット溶接した主筋上 端筋14と主筋下端筋15、同中間に溶接した腹筋16をスポット溶接で予め工 場で組み立てておき、前記あばら筋5,5...は一本または数本置きに定着筋 3、主筋上端筋14、主筋下端筋15、腹筋16の前側,後側となる様にして、 それらあばら筋5,5...の間に定着筋3を回動すべく挟持するようにしてな るベタ基礎等の配筋構造である。 In the present invention, a plurality of bottom main reinforcements 1, 1,. . . Lap joint bars 2, 2,. . . Are welded to the ends of the lap joints, and these lap joint bars 2, 2,. . . Stirrups 5,5. . This is a reinforcement arrangement structure such as a solid foundation which is formed along the vertical direction. The present invention is also applicable to the above lap joint bars 2, 2,. . The fixing streaks 3 and spot studs 4 are pre-assembled at the factory by spot welding 4, and stirrups 5,5. . . The upper bar 14 and the lower bar 15 of the main bar spot welded to the upper and lower ends of the main bar and the abdominal bar 16 welded in the middle of the bar are previously assembled in a factory by spot welding. . . Are placed on the anterior and posterior sides of the anchor muscle 3, the upper muscle 14, the lower muscle 15, and the abdominal muscle 16 every other or several stirrups. . . This is a reinforcement arrangement structure such as a solid foundation which clamps the fixing streaks 3 to rotate between them.
【0005】[0005]
図1は本考案の第一の実施の形態を示すもので、ベタ基礎10又は床上に多数 並べる底盤主筋1,1,...に平行に沿わせる各種の径の丸棒鋼,異径棒鋼よ りなる各重ね継手筋2,2,...の端部に水平に延びる定着筋3をスポット溶 接し、これら各重ね継手筋2,2,...と定着筋3との溶接部4にあばら筋5 ,5..を垂直に沿わせる。ベタ基礎10は地盤面下15cm以上とし、設計地 耐力を確保できる地盤まで掘り下げると共に建設地域の凍結深以下とする。底盤 の厚さは15cm以上とする。 FIG. 1 shows a first embodiment of the present invention, in which a plurality of bottom main reinforcements 1, 1,. . . Lap joint bars 2, 2,. . . The anchoring wires 3 extending horizontally are spot-welded to the ends of the lap joints 2, 2,. . . Stirrups 5,5,5 at the weld 4 between the . Vertically. The solid foundation 10 shall be at least 15 cm below the ground surface, and shall be dug down to the ground where the design ground strength can be secured, and shall be below the freezing depth of the construction area. The thickness of the bottom plate shall be 15cm or more.
【0006】 図1示のようにこれらの立ち上がり筋構造12において、各重ね継手筋2,2 ,..と定着筋3とはスポット溶接4で予め工場で組み立てておき、またあばら 筋5,5...の上下端にスポット溶接した主筋上端筋14と主筋下端筋15、 同中間に溶接した腹筋16をスポット溶接で予め工場で組み立てておくものとす る。前記あばら筋5,5...は一本置きに定着筋3、主筋上端筋14、主筋下 端筋15、腹筋16の前側,後側となる様にして、それらあばら筋5,5... の間に定着筋3を回動すべく挟持するようにする。これによって全体を一平面状 に折り畳むことが出来、運搬に便利である。図2中13,13は各重ね継手筋2 ,2,..にスポット溶接した補助筋である。As shown in FIG. 1, in these rising muscle structures 12, each of the lap joint muscles 2, 2,. . The fixing streaks 3 and spot studs 4 are previously assembled at the factory by spot welding 4, and stirrups 5,5. . . The upper main bar 14 and the lower main bar 15 spot-welded to the upper and lower ends of the main bar, and the abdominal bar 16 welded to the middle between them are pre-assembled by a factory by spot welding. The stirrups 5,5. . . Are placed anteriorly and posteriorly to the anchor muscle 3, the upper muscles 14, the lower muscles 15 and the abdominal muscles 16, respectively, so that the stirrups 5, 5,. . . The fixing streaks 3 are pinched so as to rotate. This allows the whole to be folded in one plane, which is convenient for transportation. In FIG. 2, reference numerals 13 and 13 designate lap joint bars 2, 2,. . Auxiliary bars spot welded to
【0007】 この装置はかかる構成よりなるものであるから、これをコンクリート建築にお ける地面、床を構築するのに用いるには、先ずベタ基礎10上の端に立ち上がり 筋構造12の重ね継手筋2,2,...を配置し、これ等重ね継手筋2,2,. ..にベタ基礎10上に多数並べる底盤主筋1,1,...を平行に沿わせて水 平筋構造11を構築する。これらの作業を図5示のように別の底盤主筋1a,1 a,...と共に縦横に行えば格子状の水平筋構造11が構築される。かくして ベタ基礎10上の底盤主筋1,1,...と重ね継手筋2,2,..よりなる水 平筋構造11に水平にコンクリート6を打ち、またそれと一体に定着筋3とあば ら筋5,5..よりなる立ち上がり筋構造12に垂直にコンクリート6を打てば 、図5示のようなコンクリート建築における地面、床等の水平筋構造11とそれ に連なる立ち上がり筋構造12を構築することができるものである。立ち上がり 筋構造12の厚さは12cm以上とし、地盤面からの立ち上がりは15cm以上 とし、1階外周部および内部耐力壁の真下に設ける。[0007] Since this apparatus has such a configuration, when it is used for constructing the ground and floor in concrete construction, first, the lap joint reinforcement of the reinforcement structure 12 stands on the end on the solid foundation 10. 2, 2,. . . And these lap joint bars 2, 2,. . . The bottom main bars 1,1,. . . Are arranged in parallel to construct the horizontal streak structure 11. These operations are performed as shown in FIG. 5 by using different bottom main bars 1a, 1a,. . . The horizontal streak structure 11 in the form of a lattice is constructed by performing the vertical and horizontal directions together. Thus, the sole bars 1,1,. . . And lap joint bars 2, 2,. . Concrete 6 is horizontally struck on the horizontal bar structure 11 composed of the anchoring bars 3 and stirrups 5,5. . When the concrete 6 is struck perpendicularly to the rising stirrup structure 12 formed as shown in FIG. 5, it is possible to construct a horizontal streak structure 11 such as the ground and floor in a concrete building as shown in FIG. is there. The height of the rising structure 12 is 12 cm or more, and the rising from the ground surface is 15 cm or more.
【0008】 而して底盤主筋1,1,...と重ね継手筋2,2,..とは互いに沿ってい るので両者はコンクリート6で強く連結されると共に地震等により底盤主筋1, 1,...に強い応力が作用したときには両者はずれて応力を緩和し、また重ね 継手筋2,2,..より定着筋3に伝達する応力も左右に分散し、応力を緩和す るので、破損し難いものである。[0008] Thus, the main sole bars 1,1,. . . And lap joint bars 2, 2,. . Are connected to each other strongly by concrete 6, and the main reinforcements 1, 1,. . . When strong stress is applied to the lap joints 2, 2,. . Further, the stress transmitted to the anchoring muscle 3 is also dispersed to the left and right, and the stress is relieved, so that it is hard to break.
【0009】 図2,5示のように底盤主筋1,1,...にそれと直交方向に第2の底盤主 筋1a,1a,...を配置した場合にはその第2の底盤主筋1a,1a,.. .の端に同様のベタ基礎等の配筋構造を設けるとよい。[0009] As shown in FIGS. . . In the direction perpendicular to the second floor main reinforcements 1a, 1a,. . . Are arranged, the second bottom main bars 1a, 1a,. . . It is preferable to provide a similar reinforcing structure such as a solid foundation at the end of the.
【0010】[0010]
以上のように、本考案は先ずベタ基礎10上の端に重ね継手筋2,2,... を配置し、これ等重ね継手筋2,2,...にベタ基礎10上に多数並べる底盤 主筋1,1,...を平行に沿わせれば、底盤主筋構造と立ち上がり構造とを構 築でき、現場作業が極めて容易で工期を短縮でき、また工事費を安価に提供でき るものである。さらに本考案では上記各重ね継手筋2,2,..と定着筋3とは スポット溶接4で予め工場で組み立てておき、またあばら筋5,5...の上下 端にスポット溶接した主筋上端筋14と主筋下端筋15、同中間に溶接した腹筋 16をスポット溶接で予め工場で組み立てておき、前記あばら筋5,5...は 一本または数本置きに定着筋3、主筋上端筋14、主筋下端筋15、腹筋16の 前側,後側となる様にして、それらあばら筋5,5...の間に定着筋3を回動 すべく挟持するようにしているので、全体を一平面状に折り畳むことが出来、運 搬に便利である。 As described above, the present invention firstly provides lap joint bars 2, 2,. . . And these lap joint bars 2, 2,. . . Bottom row where many are arranged on the solid foundation 10 at a time. . . If they are parallel to each other, it is possible to construct the bottom main reinforcement structure and the rising structure, the work on site is extremely easy, the construction period can be shortened, and the construction cost can be provided at low cost. Further, in the present invention, the above lap joint bars 2, 2,. . The fixing streaks 3 and spot studs 4 are pre-assembled at the factory, and stirrups 5,5. . . The upper main bar 14 and the lower main bar 15 spot-welded to the upper and lower ends of the main abdominal muscle 16 and the abdominal muscle 16 welded to the middle between them are spot-welded in a factory in advance, and the stirrups 5, 5,. . . Are placed on the anterior and posterior sides of the anchoring muscle 3, the main muscle upper muscle 14, the main muscle lower muscle 15, and the abdominal muscle 16 every other or several stirrups. . . Since the fixing streaks 3 are pinched so as to rotate between them, the whole can be folded in one plane, which is convenient for transportation.
【図1】本考案の第一の実施の形態の要部を示す斜視図
である。FIG. 1 is a perspective view showing a main part of a first embodiment of the present invention.
【図2】本考案により構築した底盤主筋構造と立ち上が
り構造の断面図である。FIG. 2 is a cross-sectional view of a bottom main bar structure and a standing structure constructed according to the present invention.
【図3】本考案の立ち上がり筋の構造を示す斜視図であ
る。FIG. 3 is a perspective view showing the structure of the rising streaks of the present invention.
【図4】従来の立ち上がり筋構造を構築する構造を示す
斜視図である。FIG. 4 is a perspective view showing a structure for constructing a conventional rising muscle structure.
【図5】水平筋構造11と立ち上がり筋構造12を構築
した構造の概略を示す平面図である。FIG. 5 is a plan view schematically showing a structure in which a horizontal muscle structure 11 and a rising muscle structure 12 are constructed.
1,1,... 底盤主筋 2,2,... 重ね継手筋 3 定着筋 4 溶接部 5,5.. あばら筋 1,1,. . . Bottom main bar 2, 2,. . . Lap joint bar 3 Anchoring bar 4 Weld part 5,5. . Stirrup
Claims (2)
1,...)に平行に沿わせる丸棒鋼,異径棒鋼よりな
る各重ね継手筋(2,2,...)の端部に水平に延び
る定着筋(3)を溶接し、これら各重ね継手筋(2,
2,...)と定着筋(3)との溶接部(4)にあばら
筋(5,5...)を垂直に沿わせてなるベタ基礎等の
配筋構造。1. A plurality of bottom main bars (1, 1) arranged on a solid foundation.
1,. . . ) Is welded to the end of each lap joint bar (2, 2,...) Made of a round bar and a bar bar having different diameters extending in parallel with each other. ,
2,. . . ) And a stirrup (5,...) Are vertically arranged at a welded portion (4) between the anchoring streak (3) and a solid foundation or the like.
定着筋(3)とはスポット溶接(4)で予め工場で組み
立てておき、またあばら筋(5,5...)の上下端に
スポット溶接した主筋上端筋(14)と主筋下端筋(1
5)、同中間に溶接した腹筋(16)はスポット溶接で
予め工場で組み立てておき、前記あばら筋(5,
5...)は一本または数本置きに定着筋(3)、主筋
上端筋(14)、主筋下端筋(15)、腹筋(16)の
前側,後側となる様にして、それらあばら筋(5,
5...)の間に定着筋(3)を回動すべく挟持するよ
うにしたことを特徴とする請求項1記載のベタ基礎等の
配筋構造。2. The lap joint bars (2, 2,...) And anchoring bars (3) are previously assembled at a factory by spot welding (4), and stirrups (5, 5,. ) And the main bar lower end muscle (1) spot-welded to the upper and lower ends.
5) The abdominal muscle (16) welded in the middle is previously assembled at the factory by spot welding, and the stirrup (5,
5. . . ) Are anterior and posterior to the anchor muscle (3), the upper muscle of the main muscle (14), the lower muscle of the main muscle (15), and the abdominal muscle (16).
5. . . 2. The reinforcing arrangement according to claim 1, wherein the fixing streaks (3) are clamped so as to rotate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1998001942U JP3052769U (en) | 1998-03-30 | 1998-03-30 | Reinforcement structure such as solid foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1998001942U JP3052769U (en) | 1998-03-30 | 1998-03-30 | Reinforcement structure such as solid foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3052769U true JP3052769U (en) | 1998-10-09 |
Family
ID=43186874
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1998001942U Expired - Lifetime JP3052769U (en) | 1998-03-30 | 1998-03-30 | Reinforcement structure such as solid foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3052769U (en) |
-
1998
- 1998-03-30 JP JP1998001942U patent/JP3052769U/en not_active Expired - Lifetime
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EXPY | Cancellation because of completion of term |