JPH064150U - Reinforcing rod assembly retainer for cloth foundation - Google Patents

Reinforcing rod assembly retainer for cloth foundation

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Publication number
JPH064150U
JPH064150U JP4356092U JP4356092U JPH064150U JP H064150 U JPH064150 U JP H064150U JP 4356092 U JP4356092 U JP 4356092U JP 4356092 U JP4356092 U JP 4356092U JP H064150 U JPH064150 U JP H064150U
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JP
Japan
Prior art keywords
muscles
bar
bars
reinforcing bar
vertical
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
JP4356092U
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Japanese (ja)
Inventor
敬子 原
貴子 佐々木
ティンドール クレイグ
Original Assignee
有限会社タカハラ商事
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Priority to JP4356092U priority Critical patent/JPH064150U/en
Publication of JPH064150U publication Critical patent/JPH064150U/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 【目的】 布基礎用鉄筋の組立てを強固にかつ熟練を要
することなく容易に行ない、工数の削減をはかる。 【構成】 立筋と縦通筋とからなる組立て筋の対と、枠
筋と横筋とからなるラダー形のベース筋を組合せる布基
礎用鉄筋の組立て保持金具であって、その1 つは縦通筋
と枠筋とを係合するばね筋よりなり、他の一つは立筋並
びに縦通筋に対するバインド端を有する井桁状の軟質金
属線よりなる。
(57) [Summary] [Purpose] To strengthen the assembly of the reinforcing bar for the cloth foundation easily without requiring skill, and to reduce the number of steps. [Structure] An assembly-retaining metal fitting for a cloth foundation that combines a pair of assembly bars consisting of vertical bars and vertical bars and a ladder-shaped base bar composed of frame bars and horizontal bars, one of which is a vertical It is composed of a spring bar that engages the reinforcing bar and the frame bar, and the other is composed of a cross-shaped soft metal wire having a binding end for the vertical bar and the vertical bar.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は、主として3階建住宅用鉄筋コンクリート布基礎の鉄筋の組立てに 用いて好適な保持金具を提案するものである。 This invention proposes a holding metal fitting suitable mainly for assembling a reinforcing bar of a reinforced concrete cloth foundation for a three-story house.

【0002】[0002]

【従来の技術】[Prior art]

これまで、3階建住宅用布基礎の鉄筋の組立ては、図1に示すようなクランク 形の複数の立筋1と複数の縦通筋2とを合体してなる組立て筋と、図2に示すよ うな対の枠筋3と複数の横筋4とを合体してなるラダー形のベース筋をあらかじ め工場で製作し、施工現場において、図3に示すように、組立て筋の対を頂筋1 −1を向い合わせる配筋姿勢とし、その下方に底筋1−2と横筋4がそろうよう にラダー形のベース筋を配置し、対の組立て筋を正確な間隔に組合わせるための 規準治具をあてがい、互いに向い合う頂筋1−1の先端部の重ね合わせ部分及び 底筋1−2と横筋4とをそれぞれ鉄線でバインドして組立てるのが通常であった 。 Up to now, assembling of the reinforcing bar of the cloth foundation for a three-story house has been done by assembling a plurality of crank-shaped vertical reinforcements 1 and a plurality of longitudinal reinforcements 2 as shown in FIG. As shown in Fig. 3, at the construction site, a ladder-shaped base reinforcement made by combining the pair of frame reinforcements 3 and a plurality of transverse reinforcements 4 was manufactured at the factory. A standard for combining the assembled muscles of a pair at an exact distance by arranging the muscles 1-1 to face each other and arranging the ladder-shaped base muscles so that the floor muscles 1-2 and the transverse muscles 4 are aligned below them. It was usual to apply a jig, and assemble the superposed part of the tip part of the apex muscle 1-1 facing each other, and the bottom muscle 1-2 and the horizontal muscle 4 by binding with iron wire, respectively.

【0003】 しかしながら、これらの施工現場での作業は、ある程度の熟練を要し、かつ、 多くの工数がかかるという問題があった。However, there has been a problem that the work at these construction sites requires a certain degree of skill and takes a lot of man-hours.

【0004】 ここに、図1は組立て筋の斜視図であり、図において、組立て筋は、上、下に 屈折コーナーを介して頂筋1−1と底筋1−2とを有する複数の立筋1と、頂筋 1−1並びに底筋1−2に対し直角の向きで多段にのびる縦通筋2とがそれらの 交点で接合形成されている。 また図2はベース筋の斜視図であり、図において、ベース筋は、対の枠筋3に 複数の横筋4をラダー形に配して各交点で接合してなる。Here, FIG. 1 is a perspective view of an assembled muscle, in which the assembled muscle has a plurality of standing muscles having a top muscle 1-1 and a bottom muscle 1-2 through upper and lower bending corners. A muscle 1 and a longitudinal muscle 2 extending in multiple stages in a direction perpendicular to the apex muscle 1-1 and the floor muscle 1-2 are joined and formed at their intersections. FIG. 2 is a perspective view of the base muscle. In the drawing, the base muscle is formed by arranging a plurality of horizontal muscles 4 in a ladder shape on a pair of frame muscles 3 and joining them at each intersection.

【0005】 さらに、図3は組立て筋の対とベース筋とを組合わせてな布基礎用鉄筋の縦断 面図である。図において、布基礎用鉄筋は、頂筋1−1が互に向い合う対の組立 て筋の下方にベース筋を配し、対の頂筋1−1の重ね合わせ部及び底筋1−2と 横筋4とをそれぞれなまし鉄線5でバインドし組合わされる。なお、同図におい て6はスペーサー、7はグリ石であり、グリ石7とベース筋との間隔をあけるた めスペーサー6が用いられる。また、8は鉄筋コンクリート布基礎の外面を示す 。Further, FIG. 3 is a vertical cross-sectional view of a reinforcing bar for a cloth foundation, which is a combination of a pair of assembling bars and a base bar. In the figure, the reinforcing bar for cloth foundation has a base muscle below a pair of assembled muscles in which the apex muscles 1-1 face each other. And the horizontal streaks 4 are bound by the smoothed iron wire 5 and combined. In the figure, 6 is a spacer and 7 is a glyme. The spacer 6 is used to space the glyce 7 and the base muscle. Further, 8 indicates the outer surface of the reinforced concrete cloth foundation.

【0006】[0006]

【考案が解決しようとする課題】[Problems to be solved by the device]

この考案は、前記した問題点を有利に解決しようとするもので、3階建住宅用 布基礎の強固な鉄筋の組立てを、熟練を要することなく容易に行うことのできる 鉄筋の組立て保持金具を提案することを目的とする。 This invention intends to solve the above-mentioned problems in an advantageous manner, and a reinforcing bar assembly holding metal fitting for easily assembling a strong reinforcing bar of a cloth foundation for a three-story house without requiring skill. The purpose is to propose.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

この考案の要旨は以下の通りである。 上、下の屈折コーナーを介し、それぞれ逆向きで互いに平衡にのびる頂筋と 底筋とをもつクランク形の立筋の複数を、頂筋並びに底筋に対し直角の向きで多 段にのびる縦通筋と立筋との交点において合体した組立て筋と、頂筋を向い合わ せる組立て筋の対の配筋姿勢の下で各底筋とそろう複数の横筋をそれらの両端に おいて一対の枠筋と合体したラダー形のベース筋とを用いる布基礎用鉄筋におい て、組立て筋の対の上記配筋姿勢における拘束下に縦通筋及び枠筋をそれぞれ係 合するフックを有するばね筋よりなることを特徴とする布基礎用鉄筋の組立て保 持金具であり、 上記保持金具のフリーエンドにスペーサー脚をそなえてなる布基礎用鉄筋の組 立て保持金具である。 The summary of this invention is as follows. Through the upper and lower bending corners, a plurality of crank-shaped vertical muscles having opposite apical muscles and floor muscles, which extend in equilibrium with each other in opposite directions, are vertically extended in a direction perpendicular to the apical muscles and the floor muscles. A pair of frames with the transverse muscles aligned with each floor muscle under a paired arrangement posture of the assembled muscles that unite the vertical muscles and the vertical muscles and the vertical muscles that face each other. In a reinforcing bar for a cloth foundation using a ladder-shaped base bar united with a bar, a spring bar having hooks for respectively connecting a longitudinal bar and a frame bar under restraint in the above-mentioned bar arrangement posture of a pair of assembled bars An assembling and retaining metal fitting for a reinforcing bar for a cloth foundation, which is characterized in that it is an assembling retaining metal fitting for a reinforcing cloth for a cloth foundation, which has spacer legs at the free end of the above-mentioned retaining metal fitting.

【0008】 さらに、上記布基礎用鉄筋において、組立て筋の対の上記配筋姿勢における 拘束下に立筋並びに縦通筋に対するバインド端を有する井桁状の軟質金属線より なる布基礎用鉄筋の組立て保持金具である。Further, in the above-mentioned reinforcing bar for cloth foundation, assembling of the reinforcing bar for cloth foundation, which is composed of a cross-shaped soft metal wire having binding ends for vertical bars and vertical bars under restraint of the pair of assembly bars in the above-mentioned bar arrangement posture. It is a holding metal fitting.

【0009】[0009]

【作用】 この考案の一つは、前記図3に示したような組立て筋の対を向い合わせた配筋 姿勢の下方にベース筋を配置した状態のもとでの、左右の縦通筋2及び枠筋3と を係合するフックを有するばね筋よりなる保持金具であって、この保持金具のば ね機能を用いて縦通筋2及び枠筋3をそれぞれフック部で挟持し、弾性的にそれ らを外側から押しつけて対の組立て筋及びベース筋を強固に結合するものである 。According to one of the inventions, the left and right longitudinal muscles 2 under the condition that the base muscles are arranged under the posture in which the pair of assembled muscles face each other as shown in FIG. And a frame metal 3 having a hook that engages with the frame bar 3. The holding metal fitting is used to hold the longitudinal bar 2 and the frame bar 3 between the hook portions, respectively. Then, they are pressed from the outside to firmly connect the assembled muscle and the base muscle of the pair.

【0010】 そしてこの保持金具を縦通筋2の長手方向に適当な間隔に取付けて布基礎用鉄 筋の組立てを行うものであって、前記した対の組立て筋の間隔を正確に組合わせ るための規準治具を用いることなく正確に組立てることができ、その作業は極め て容易かつ短時間ですみ、さらに、この保持金具を用いることにより鉄筋の構造 上の強化がなされ、コンクリート注入時の組立て筋の外拡がりの防止などにも有 利に作用する。Then, the holding metal fittings are attached at appropriate intervals in the longitudinal direction of the longitudinal reinforcing bars 2 to assemble the reinforcing bars for the cloth foundation, and the intervals of the pair of the assembly reinforcing bars are accurately combined. Can be assembled accurately without the use of standard jigs, and the work is extremely easy and takes a short time.Furthermore, the use of this holding bracket strengthens the structural structure of the reinforcing bar, making it easier to use during concrete injection. It also works effectively to prevent the assembly muscles from expanding.

【0011】 また、上記保持金具のフリーエンドにスペーサー脚をもうけることにより前記 図3に示したスペーサー6を不要とすることができ、各鉄筋はコンクリートに確 実につつまれることになる。Further, by providing a spacer leg at the free end of the holding metal fitting, the spacer 6 shown in FIG. 3 can be eliminated, and each rebar can be reliably encased in concrete.

【0012】 一方、他の一つは、前記図3に示した組立筋の配筋姿勢にて、立筋1及び縦通 筋2をそれらの接合点でバインドする端部を有する井桁状の軟質金属線よりなる 保持金具であって、この保持金具は立筋1と縦通筋2との接合点で形成する4角 形の頂点に井桁状の軟質金属線の交点が適合するよう結合されている。On the other hand, the other one is a soft girder-like soft body having ends for binding the vertical bar 1 and the longitudinal bar 2 at their joints in the arrangement position of the assembled bar shown in FIG. A holding metal fitting made of a metal wire. This holding metal fitting is connected so that the intersection of the cross-shaped soft metal wire fits to the apex of the quadrangle formed at the junction of the vertical bar 1 and the longitudinal bar 2. There is.

【0013】 このような井桁状の保持金具を用いて、立筋1と縦通筋2との各接合点で立筋 1と縦通筋2とに井桁状保持金具のバインド端を巻き付けることにより対の組立 て筋同志を結合させる。そして、この保持金具を縦通筋2の長手方向に適当な間 隔で用い対の組立て筋を組合わせるもので、前記した規準治具を用いることなく 正確な寸法にかつ極めて容易に組合わせることができる。By using such a cross-shaped holding metal fitting, by winding the binding end of the cross-shaped holding metal fitting around the vertical reinforcement 1 and the vertical reinforcement 2 at each joint between the vertical reinforcement 1 and the vertical reinforcement 2. Combining pairs of building muscles. The holding metal fittings are used to combine a pair of assembling bars at appropriate intervals in the longitudinal direction of the longitudinal streak 2, and it is possible to easily and accurately combine them without using the above-mentioned standard jig. You can

【0014】 さらに、この保治金具を用いた場合にも、鉄筋の構造上の強化がなされ、コン クリート注入時の組立て筋の外拡がりの防止に有利に作用する。 ここに、上記した二つの保持金具は、それぞれ単独又は併用して用いてよく、 併用した場合にはより強固な鉄筋の組立てができる。また対の組立て筋の頂筋1 −1同志の重ね合わせ部でのなまし鉄線のバインドは省略してもよく、その配列 方向に適当な間隔をおいて簡単に行ってもよい。Further, even when this protective metal fitting is used, the reinforcing bars are structurally reinforced, and it is advantageous in preventing the outward expansion of the assembly bars during concrete injection. Here, the above-mentioned two holding metal fittings may be used alone or in combination, and when they are used in combination, a stronger reinforcing bar can be assembled. The binding of the smoothed iron wire at the overlapping portion of the pair of vertebral muscles 1-1 of the assembled muscles may be omitted, or may be simply performed at appropriate intervals in the arrangement direction.

【0015】 なお、3階建住宅の鉄筋コンクリート布基礎に用いる鉄筋は、通常、組立て筋 には熱間圧延異形棒鋼D10〜D16、ベース筋には熱間圧延異形棒鋼D10〜D16が 用いられ、これらに用いる保持金具として、ばね筋には線径が7〜8mmφの軟鋼 線材又は普通鉄線、軟質金属線には線径が4〜7mmφの普通鉄線あるいはなまし 鉄線などが適している。The reinforcing bars used for the reinforced concrete cloth foundation of a three-story house are usually hot-rolled deformed steel bars D10 to D16 for assembly bars and hot-rolled deformed steel bars D10 to D16 for base bars. Suitable as the holding metal fittings used for the above, a soft steel wire or a normal iron wire with a wire diameter of 7 to 8 mmφ is suitable for the spring bar, and a normal iron wire or annealed iron wire with a wire diameter of 4 to 7 mmφ is suitable for the soft metal wire.

【0016】[0016]

【実施例】【Example】

この考案の一つの縦通筋2と枠筋3とをそれぞれ係合するばね筋よりなる保 持金具を図面にもとづいて説明する。 A holding metal fitting made up of spring bars for respectively engaging one of the longitudinal bars 2 and the frame bars 3 of the present invention will be described with reference to the drawings.

【0017】 図4及び図5はばね筋よりなる保持金具の斜視図であり、図5はスペーサー脚 をそなえたものである。 これらの図に示すように、ばね筋9よりなる保持金具は、その中央に主として ばね機能を受けもつ湾曲部Aを有し、左右対称に縦通筋2を挟持するフック部B 、その下方に枠筋3を挟持するフック部Cをそなえている。なお、図5において はフリーエンドにスペーサ脚Dをそなえ鉄筋を敷設する際のスペーサーを不要に している。FIG. 4 and FIG. 5 are perspective views of a holding metal fitting made of spring bars, and FIG. 5 is provided with spacer legs. As shown in these figures, the holding metal fitting made of the spring bar 9 has a curved part A mainly for the spring function in the center thereof, and a hook part B 2 which holds the longitudinal bar 2 symmetrically, and a hook part B 1 below it. It has a hook portion C for holding the frame streak 3. In addition, in FIG. 5, the spacer leg D is provided at the free end, and the spacer for laying the reinforcing bar is unnecessary.

【0018】 他の一つの井桁状の保持金具は、図6の井桁状の保持金具の斜視図に示すよう に軟質金属線10として鉄線などを用いて、前記したように立筋1と縦通筋2との 接合点で形成する4角形の頂点に井桁状の軟質金属線10の交点が適合するように してスポット溶接などで結合させたものである。Another cross-shaped holding metal fitting is, as shown in the perspective view of the cross-shaped holding metal fitting of FIG. 6, an iron wire or the like as the soft metal wire 10, and the vertical wire 1 and the vertical wire are connected as described above. It is joined by spot welding etc. so that the intersection of the cross-shaped soft metal wire 10 fits the apex of the quadrangle formed at the junction with the streak 2.

【0019】 これらのばね筋9よりなる保持金具(スペーサー脚付き)及び井桁状の保持金 具を用いた布基礎用鉄筋の組立ては、図7の保持具を用いた布基礎用鉄筋の組立 て状態を示す斜視図のようになる。 図において、ばね筋9よりなる保持金具は、最下段の縦通筋2及び枠筋3を外 側から押し付けるように挟持し、井桁状の保持金具は、上方2段の縦通筋2と立 筋1との接合点で井桁状の保持金具のバインド端を縦通筋2及び立筋1に巻き付 けそれぞれ固定する。The assembling of the reinforcing bar for the cloth foundation using the holding metal fittings (with spacer legs) made of the spring bars 9 and the cross-shaped holding metal fittings is as follows. It becomes like a perspective view showing the state. In the figure, the holding metal fittings made of spring bars 9 are clamped so as to press the lowermost vertical reinforcements 2 and frame reinforcements 3 from the outside, and the cross-shaped holding metal fittings stand upright with the upper two vertical reinforcements 2. Wrap the binding end of the cross-shaped holding bracket around the longitudinal bar 2 and the vertical bar 1 at the joint with the bar 1 and fix them.

【0020】 なお、図7において、横筋4と底筋1−2とは互いに沿わせる配置になってい るが、ばね筋よりなる保持金具を用いる場合その配置位置が異なっても差し支え ない。Note that, in FIG. 7, the horizontal bar 4 and the bottom bar 1-2 are arranged so as to be along each other, but when a holding metal fitting made of a spring bar is used, the positions may be different.

【0021】 組立て筋及びベース筋に熱間圧延異棒鋼D10,D13及びD16を使用して、高 さ:500 〜2000mmの立筋1をピッチ:300mm で配置し、頂筋1−1と底筋1−2 との間に長さ:3640〜4000mmの縦通筋2を等間隔で3段から6段にして合体した 組立て筋と、長さ:3640〜4000mmの枠筋3に、長さ:50〜200mm の横筋4をビッ チ:300mm で合体したベース筋とを用い、3階建住宅1軒分の布基礎(平均布基 礎延べ長さ:120 m)用鉄筋の組立てを、 a.従来の鉄線でのバインドによる場合(比較例)、 b.ばね筋9よりなる保持金具をピッチ:1500mmとして用いた場合、 c.井桁状の保持金具をピッチ:1500mmで用いた場合、 d.ばね筋9よりなる保持金具と井桁状の保持金具の両方を共にピッチ:1500mm で用いた場合、 で7〜10軒分の平均工数を比較した。Using the hot-rolled different steel bars D10, D13 and D16 for the assembly bars and the base bars, the vertical bars 1 having a height of 500 to 2000 mm are arranged at a pitch of 300 mm, and the vertical bars 1-1 and the bottom bars are used. Length: 3640-4000mm lengthwise streaks 2 between 3 and 6 are assembled at equal intervals from 3rd to 6th stairs, and length: 3640-4000mm frame streaks 3, length: Assembling the rebar for the fabric foundation (average fabric base total length: 120 m) for one 3-story house, using the base reinforcement that combines the horizontal reinforcement 4 of 50 to 200 mm with a bitness of 300 mm. When binding with a conventional iron wire (comparative example), b. When the holding metal fittings made of spring bars 9 are used with a pitch of 1500 mm, c. When using a girder-shaped holding metal fitting with a pitch of 1500 mm, d. When both the holding metal fittings consisting of the streak 9 and the double-sided holding metal fittings were used at a pitch of 1500 mm, the average man-hours for 7 to 10 houses were compared.

【0022】 ここに、ばね筋9には直径:7〜8mmの普通鉄線を用いその保持金具は前記図 5と同様の形状とし、井桁状保持金具の軟質金属線10には直径:4〜7mmの普通 鉄線を用いた。Here, the spring bar 9 is made of a normal iron wire having a diameter of 7 to 8 mm, and the holding metal fitting has the same shape as that shown in FIG. 5, and the soft metal wire 10 of the cross-shaped holding metal fitting has a diameter of 4 to 7 mm. I used a normal iron wire.

【0023】 この結果工数は、 a.の場合、熟練者2名で延べ32時間(比較例)、 b.の場合、2名で延べ6時間、 c.の場合、2名で延べ10時間、 d.の場合、2名で延べ14時間、 と、この考案の保持金具を用いることにより鉄筋の組立て工数は大幅に削減され た。As a result, the man-hours are a total of 32 hours for two skilled persons in the case of a. (Comparative example), a total of 6 hours for two persons in the case of b. And a total of 10 hours for two persons in the case of c. In case of d., a total of 14 hours for two people, and by using the holding metal fittings of this invention, the man-hours for assembling the reinforcing bar were significantly reduced.

【0024】 また、これらの保持金具を用いた場合には強固な鉄筋の組立てができ、コンク リート注入時の立筋1の幅拡がりに留意することなくコンクリート打ちも容易に 行うことができた。Further, when these holding metal fittings were used, a strong reinforcing bar could be assembled, and concrete pouring could be easily performed without paying attention to the width expansion of the vertical bar 1 at the time of concrete injection.

【0025】[0025]

【考案の効果】[Effect of device]

この考案は、立筋と縦通筋とからなる組立て筋の対と、枠筋と横筋とからなる ベース筋とを組合せて布基礎用鉄筋の組立て保持金具であって、その一つは縦通 筋と枠筋とを係合するばね筋よりなり、他の一つは立筋並びに縦通筋に対するバ インド端を有する井桁状の軟質金属線よりなるもので、 この考案のによる保持金具を用いることにより布基礎用鉄筋の組立て工数は大 幅に削減され、かつ強固な鉄筋の組立てができる。 This invention is an assembly-retaining metal fitting for a fabric foundation, which is a combination of a pair of assembling bars consisting of vertical bars and longitudinal bars and a base bar consisting of frame bars and horizontal bars, one of which is a longitudinal bar. It is composed of a spring bar that engages the bar and the frame bar, and the other is composed of a soft metal wire in the shape of a cross girder having a binding end for the vertical bar and the vertical bar. As a result, the number of man-hours for assembling the reinforcing bar for the cloth foundation can be greatly reduced, and a strong reinforcing bar can be assembled.

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

【図1】組立て筋の斜視図である。FIG. 1 is a perspective view of an assembly bar.

【図2】ベース筋の斜視図である。FIG. 2 is a perspective view of a base muscle.

【図3】組立て筋の対とベース筋とを組合わせてなる布
基礎用鉄筋の縦断面図である。
FIG. 3 is a vertical cross-sectional view of a reinforcing bar for cloth foundation, which is formed by combining a pair of assembling bars and a base bar.

【図4】ばね筋よりなる保治金具の斜視図である。FIG. 4 is a perspective view of a repair metal fitting made of a spring bar.

【図5】スペーサー脚をそなえたばね筋よりなる保治金
具の斜視図である。
FIG. 5 is a perspective view of a repair metal fitting made of a spring bar provided with spacer legs.

【図6】井桁状の保持金具の斜視図である。FIG. 6 is a perspective view of a cross-shaped holding fitting.

【図7】保持具を用いた布基礎用鉄筋の組立て状態を示
す斜視図である。
FIG. 7 is a perspective view showing an assembled state of a reinforcing bar for a cloth foundation using a holder.

【符号の説明】[Explanation of symbols]

1 立筋 1−1 頂筋 1−2 底筋 2 縦通筋 3 枠筋 4 横筋 5 なまし鉄線 6 スペーサー 7 グリ石 8 布基礎コンクリート外面 9 ばね筋 10 軟質金属線 A ばね機能を受けもつ湾曲部 B フック部 C フック部 D スペーサー脚 1 Vertical muscles 1-1 Vertical muscles 1-2 Bottom muscles 2 Longitudinal muscles 3 Frame muscles 4 Horizontal muscles 5 Smoothed iron wires 6 Spacers 7 Grystones 8 Cloth foundation concrete outer surface 9 Spring muscles 10 Soft metal wires A Curves with spring function Part B Hook part C Hook part D Spacer leg

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 上、下の屈折コーナーを介し、それぞれ
逆向きで互いに平衡にのびる頂筋と底筋とをもつクラン
ク形の立筋の複数を、頂筋並びに底筋に対し直角の向き
で多段にのびる縦通筋と立筋との交点において合体した
組立て筋と、頂筋を向い合わせる組立て筋の対の配筋姿
勢の下で各底筋とそろう複数の横筋をそれらの両端にお
いて一対の枠筋と合体したラダー形のベース筋とを用い
る布基礎用鉄筋において、 組立て筋の対の上記配筋姿勢における拘束下に縦通筋及
び枠筋をそれぞれ係合するフックを有するばね筋よりな
ることを特徴とする布基礎用鉄筋の組立て保持金具。
1. A plurality of crank-shaped vertical muscles having apical muscles and floor muscles, which are in opposite directions and extend in equilibrium with each other through upper and lower bending corners, in a direction perpendicular to the apical muscles and the floor muscles. Assembling muscles that are united at the intersections of the longitudinal muscles and vertical muscles that extend in multiple stages, and a plurality of transverse muscles that are aligned with each floor muscle under a paired orientation of the assembled muscles that face the apex muscle A reinforcing bar for a cloth foundation using a frame-shaped reinforcing bar and a ladder-shaped base reinforcing bar, which is composed of a spring bar having hooks for engaging the longitudinal reinforcing bar and the frame reinforcing bar under restraint of the pair of assembled reinforcing bars in the repositioning posture. An assembly holding metal fitting for a reinforcing bar for a cloth foundation.
【請求項2】 請求項1に記載の保持金具のフリーエン
ドにスペーサー脚をそなえてなる布基礎用鉄筋の組立て
保持金具。
2. An assembly holding metal fitting for a reinforcing bar for a cloth foundation, comprising a spacer leg at a free end of the holding metal fitting according to claim 1.
【請求項3】 上、下の屈折コーナーを介し、それぞれ
逆向きで互いに平衡にのびる頂筋と底筋とをもつクラン
ク形の立筋の複数を、頂筋並びに底筋に対し直角の向き
で多段にのびる縦通筋と立筋との交点において合体した
組立て筋と、頂筋を向い合わせる組立て筋の対の配筋姿
勢の下で各底筋とそろう複数の横筋をそれらの両端にお
いて一対の枠筋と合体したラダー形のベース筋とを用い
る布基礎用鉄筋において、 組立て筋の対の上記配筋姿勢における拘束下に立筋並び
に縦通筋に対するバインド端を有する井桁状の軟質金属
線よりなることを特徴とする布基礎用鉄筋の組立て保持
金具。
3. A plurality of crank-shaped vertical muscles having apical muscles and floor muscles, which are in opposite directions and extend in equilibrium with each other through upper and lower bending corners, in a direction perpendicular to the apical muscles and the floor muscles. Assembling muscles that are united at the intersections of the longitudinal muscles and vertical muscles that extend in multiple stages, and a plurality of transverse muscles that are aligned with each floor muscle under a paired orientation of the assembled muscles that face the apex muscle In a reinforcing bar for a cloth foundation that uses a frame-shaped bar and a ladder-shaped base bar, in a bar-shaped soft metal wire having binding ends for vertical bars and longitudinal bars under restraint in the above-mentioned bar arrangement posture of a pair of assembled bars An assembly holding metal fitting for a reinforcing bar for a cloth foundation.
JP4356092U 1992-06-23 1992-06-23 Reinforcing rod assembly retainer for cloth foundation Pending JPH064150U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4356092U JPH064150U (en) 1992-06-23 1992-06-23 Reinforcing rod assembly retainer for cloth foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4356092U JPH064150U (en) 1992-06-23 1992-06-23 Reinforcing rod assembly retainer for cloth foundation

Publications (1)

Publication Number Publication Date
JPH064150U true JPH064150U (en) 1994-01-18

Family

ID=12667138

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4356092U Pending JPH064150U (en) 1992-06-23 1992-06-23 Reinforcing rod assembly retainer for cloth foundation

Country Status (1)

Country Link
JP (1) JPH064150U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100403835B1 (en) * 2001-02-02 2003-10-30 주식회사 힐 엔지니어링 Reinforcements for bending-moment and shear in the part of reinforced concrete footings and construction method of its using
JP2018105101A (en) * 2016-12-28 2018-07-05 未来建築研究所株式会社 Rc beam shear bar unit and rc beam construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100403835B1 (en) * 2001-02-02 2003-10-30 주식회사 힐 엔지니어링 Reinforcements for bending-moment and shear in the part of reinforced concrete footings and construction method of its using
JP2018105101A (en) * 2016-12-28 2018-07-05 未来建築研究所株式会社 Rc beam shear bar unit and rc beam construction method

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