JPH0932204A - Spiral reinforcing structure - Google Patents

Spiral reinforcing structure

Info

Publication number
JPH0932204A
JPH0932204A JP20987195A JP20987195A JPH0932204A JP H0932204 A JPH0932204 A JP H0932204A JP 20987195 A JP20987195 A JP 20987195A JP 20987195 A JP20987195 A JP 20987195A JP H0932204 A JPH0932204 A JP H0932204A
Authority
JP
Japan
Prior art keywords
reinforcement
reinforcements
factory
spiral
horizontal
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
JP20987195A
Other languages
Japanese (ja)
Inventor
Yasuyuki Watanabe
泰行 渡辺
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP20987195A priority Critical patent/JPH0932204A/en
Publication of JPH0932204A publication Critical patent/JPH0932204A/en
Pending legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an automation system at a factory by forming a spiral reinforcing structure having a horizontal reinforcement spirally laid across a vertical reinforcement. SOLUTION: Horizontal reinforcements 2 are automatically wound around vertical reinforcements spirally with a winding machine or the like, and the reinforcements 1 and 2 are welded to each other automatically with an automatic welding machine. Also, the spiral reinforcement so formed, when used, is preliminarily fabricated at a factory and transported to a construction site for use as the foundation reinforcement of a building structure. Furthermore, the reinforcement, when too long for transport on a truck at one time, is fabricated as two or more blocks at the factory. Then, the reinforcements 1 are dislocated from each other, inserted and welded to each other, thereby forming the spiral reinforcement. According to this construction, a fabrication time can be reduced substantially.

Description

【発明の詳細な説明】Detailed Description of the Invention

【０００１】[0001]

【産業上の利用分野】この発明は、縦筋（１）に横筋
（２）を螺旋状に設けた鉄筋構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar structure in which a longitudinal bar (1) and a lateral bar (2) are spirally provided.

【０００２】[0002]

【従来の技術】従来、横筋は縦筋に対してリング状に水
平に入れていた。2. Description of the Related Art Conventionally, a horizontal streak is placed horizontally in a ring shape with respect to a vertical streak.

【０００３】[0003]

【発明が解決しようとする課題】横筋を縦筋に対してリ
ング状に水平に入れると手間がかかり自動化が困難であ
った。However, if the horizontal stripes are placed horizontally in a ring shape with respect to the vertical stripes, it takes time and labor to make automation difficult.

【０００４】[0004]

【課題を解決するための手段】縦筋（１）に横筋（２）
を螺旋状に設ける。本発明は以上の構成よりなる螺旋式
鉄筋構造である。[Means for Solving the Problems] Longitudinal stripes (1) to transverse stripes (2)
Is provided in a spiral shape. The present invention is a spiral rebar structure having the above structure.

【０００５】[0005]

【作用】本発明を使用する時は、縦筋（１）に横筋
（２）を螺旋状に設けたものをあらかじめ工場で作り、
現場へ運び使用する。When the present invention is used, a vertical bar (1) provided with a horizontal bar (2) in a spiral shape is prepared in advance in a factory,
Transport to the site and use.

【０００６】[0006]

【実施例】以下本発明の実施例をのべる。鉄製の縦筋
（１）に鉄製の横筋（２）を巻線機などにより自動的に
螺旋状に巻き付けていき、同時に鉄製の縦筋（１）と鉄
製の横筋（２）を自動溶接機により自動的に溶接をして
いく。本発明は、以上の構成よりなっている。本発明を
使用する時は、あらかじめ工場で作り、それを現場に運
び建築構造物の基礎鉄筋に使用する。長くて一つではト
ラックなどで一回に運搬出来ない時は、工場であらかじ
め二つ以上に分けて作り、それを現場にもっていき鉄製
縦筋（１）どうしをずらして差込み互いに溶接して作る
こともできる。なお平面形状が楕円形状及び角型形状に
も使用できる。Embodiments of the present invention will be described below. The iron horizontal bar (1) is automatically wound in a spiral shape with the iron horizontal bar (2) using a winding machine, etc., and at the same time, the iron vertical bar (1) and the horizontal bar (2) are automatically welded. Welding is done automatically. The present invention has the above configuration. When the present invention is used, it is made in a factory in advance and is transported to the site to be used as a foundation reinforcing bar of a building structure. If it is too long to carry by truck or the like at one time, make it into two or more pieces in advance at the factory, bring them to the site, and insert the steel vertical bars (1) by shifting them and welding them together. You can also Note that the planar shape can also be used for an elliptical shape and a rectangular shape.

【０００７】[0007]

【発明の効果】本発明を使用する事によって、工場での
自動化が可能になり制作時間が大幅に短縮できる。Industrial Applicability By using the present invention, factory automation can be realized and the production time can be greatly shortened.

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

【図１】本発明の正面図FIG. 1 is a front view of the present invention.

【図２】本発明の平面図FIG. 2 is a plan view of the present invention.

【符号の説明】[Explanation of symbols]

１．縦筋 ２．横筋 1. Vertical stripes 2. Horizontal line

Claims (1)

【特許請求の範囲】[Claims] 【請求項１】 縦筋（１）に横筋（２）を螺旋状に設け
た螺旋式鉄筋構造。1. A spiral rebar structure in which a longitudinal bar (1) is provided with a lateral bar (2) in a spiral shape.
JP20987195A 1995-07-14 1995-07-14 Spiral reinforcing structure Pending JPH0932204A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20987195A JPH0932204A (en) 1995-07-14 1995-07-14 Spiral reinforcing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20987195A JPH0932204A (en) 1995-07-14 1995-07-14 Spiral reinforcing structure

Publications (1)

Publication Number Publication Date
JPH0932204A true JPH0932204A (en) 1997-02-04

Family

ID=16580026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20987195A Pending JPH0932204A (en) 1995-07-14 1995-07-14 Spiral reinforcing structure

Country Status (1)

Country Link
JP (1) JPH0932204A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10337539A1 (en) * 2003-08-06 2005-02-24 Alfredo Jimenez Anguita Spiral-shaped bodies, the i.d.R. Filled, used in geotechnics, gardening and landscaping and / or building construction
CN111151853A (en) * 2020-01-02 2020-05-15 乐昌市安捷铁路轨枕有限公司 Integrated welding device for spiral ribs of coiled spring

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10337539A1 (en) * 2003-08-06 2005-02-24 Alfredo Jimenez Anguita Spiral-shaped bodies, the i.d.R. Filled, used in geotechnics, gardening and landscaping and / or building construction
CN111151853A (en) * 2020-01-02 2020-05-15 乐昌市安捷铁路轨枕有限公司 Integrated welding device for spiral ribs of coiled spring

Similar Documents

Publication Publication Date Title
CN110439085A (en) A kind of armored concrete gutter pouring construction method
CN109025260A (en) A kind of prefabricated floor slab back casting band joint structure and its construction method
CN109653439A (en) Overlap column connected node and its construction method
JPH0932204A (en) Spiral reinforcing structure
CN209556237U (en) Overlap column connected node
CN206607689U (en) Precast beam and wallboard connecting structure and building
JP2003027646A (en) Method for arranging slab reinforcements and slab reinforcement unit
JPS59224748A (en) Arrangement of reinforcing iron of reinforced concrete wall
JPH09209500A (en) Prefabricated reinforcement member for rc structure
JPS63533A (en) Slope frame construction work
JP2950704B2 (en) Method of manufacturing rebar structure for foundation
CN211735793U (en) Connecting joint of superposed column and floor slab
CN210032343U (en) Superposed column
JP2003013493A (en) Beam-column connection joint and beam-column connection method
JPH0579105A (en) Connection of precast concrete wall column
JP2000145389A (en) Execution method of invert-arch reinforcing bar in tunnel and manufacturing method of mesh used therefor and jig for manufacture thereof
JPS61169559A (en) Semi-existing concrete panel using assembled reinforcement
KR100518930B1 (en) An iron frame
JP2832669B2 (en) Reinforcement method for concrete structure and curved surface forming machine used in the method
JPH0444557A (en) Construction of composite structure
JPH0442501B2 (en)
JPH04143350A (en) Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith
JP2003013495A (en) Design-build order system of concrete skeleton
KR200315449Y1 (en) An iron frame
CN112227557A (en) Single-face superposed straight-line-shaped prefabricated part node