JPH1136288A - Fixing method for hoop bar - Google Patents
Fixing method for hoop barInfo
- Publication number
- JPH1136288A JPH1136288A JP20727097A JP20727097A JPH1136288A JP H1136288 A JPH1136288 A JP H1136288A JP 20727097 A JP20727097 A JP 20727097A JP 20727097 A JP20727097 A JP 20727097A JP H1136288 A JPH1136288 A JP H1136288A
- Authority
- JP
- Japan
- Prior art keywords
- hoop
- cast
- fixing
- place pile
- rail
- 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.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、場所打杭を打設す
る際の鉄筋籠に、フープ筋を定着させる方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for fixing a hoop bar to a reinforcing bar cage for driving a cast-in-place pile.
【0002】[0002]
【従来の技術】地上において、予め組立てられた鉄筋籠
を、場所打杭を打設する場所で吊り下げ、その場所にお
いてフープ筋を一本ずつ鉄筋籠に定着させたり、又は、
地上において組立てられた鉄筋籠に予めフープ筋を定着
させた後、場所打杭を打設する場所に吊り下げて施工す
る方法が行われている。しかしこれら従来の方法におい
ては、以下の問題がある。 工事現場により、鉄筋籠を予め組立てるだけのスペー
スがない。 鉄筋籠をクレーンなどで吊り、フープ筋を一本ずつ定
着させるため、重機械の稼働率が低下する他、施工性も
低下する。 鉄筋籠の組立てと、フープ筋の定着作業はすべて人力
によるものであり、能率が低下する。 フープ筋の定着作業が人力であるため、一定のフープ
テンションが得にくい。 高品質の場所打杭として期
待できない。2. Description of the Related Art On the ground, a pre-assembled steel cage is suspended at a place where a cast-in-place pile is to be cast, and hoop bars are fixed to the steel cage one by one at that location, or
A method has been performed in which a hoop is fixed in advance to a reinforcing steel basket assembled on the ground, and then suspended at a place where a cast-in-place pile is to be driven. However, these conventional methods have the following problems. Depending on the construction site, there is not enough space to assemble the reinforced cage in advance. Since the rebar basket is hung by a crane or the like and the hoop bars are fixed one by one, the operation rate of heavy machinery is reduced and workability is also reduced. The assembly of the rebar basket and the fixing work of the hoop bars are all performed manually, and the efficiency is reduced. Since the fixing operation of the hoop streaks is manual, it is difficult to obtain a constant hoop tension. It cannot be expected as a high-quality cast-in-place pile.
【0003】[0003]
【発明が解決しようとする課題】本発明は、上記従来の
問題点を解決するためになされたもので、簡単な方法に
より、作業性のよい、高品質の場所打杭を構築できるフ
ープ筋の定着方法を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and is intended to provide a workable, high-quality cast-in-place pile with a simple method. It is intended to provide a fixing method.
【0004】[0004]
【課題を解決するための手段】本発明は、場所打杭に使
用する鉄筋籠のフープ筋を定着させる方法であって、場
所打杭を打設する周囲の地盤上に、場所打杭と同心にな
るようにレールを円環状に敷設し、フープ筋を積載した
定着装置を、レール上に設置し、定着装置が、場所打杭
鉄筋籠の周囲を走行することにより、場所打杭鉄筋籠の
外周面に、フープ筋をスパイラル状に定着することを特
徴とする、フープ筋の定着方法であり、また、定着装置
の走行速度を一定にし、場所打杭鉄筋籠の降下速度を調
整することにより、フープ筋の定着ピッチを調整してい
くことを特徴とする、フープ筋の定着方法であり、さら
にまた、場所打杭鉄筋籠の降下速度を一定にし、定着装
置の走行速度を調整することにより、フープ筋の定着ピ
ッチを調整していくことを特徴とする、フープ筋の定着
方法である。SUMMARY OF THE INVENTION The present invention relates to a method for fixing a hoop bar of a steel cage used for a cast-in-place pile, which is concentric with the cast-in-place pile on the ground around which the cast-in-place pile is cast. The fixing device loaded with hoops is installed on the rail, and the fixing device travels around the cast-in-place pile reinforced cage so that A hoop streak fixing method characterized by fixing the hoop streaks spirally on the outer peripheral surface, and also by keeping the running speed of the fixing device constant and adjusting the descent speed of the cast-in-place pile reinforcing bar. A method of fixing a hoop streak, which is characterized by adjusting a fixing pitch of a hoop streak.Furthermore, by making a descent speed of a cast-in-place pile reinforcing bar constant and adjusting a traveling speed of a fixing device. And adjust the hoop stabilization pitch Characterized in that a fixing method of the hoop.
【0005】[0005]
【発明の実施の形態】以下図面を参照しながら本発明の
実施形態の一例について説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings.
【0006】<イ>全体構成 図1は、本発明によるフープ筋定着方法の施工状況を示
す側面図である。場所打杭を打設する周囲の地盤上に、
場所打杭と同心になるように円環状に敷設したレール1
と、レール1上に設置され、フープ筋2を積載した定着
装置3が、場所打杭の鉄筋籠4外周を走行する構造とな
っている。<A> Overall Configuration FIG. 1 is a side view showing the construction of the hoop streak fixing method according to the present invention. On the surrounding ground where the cast-in-place pile is placed,
Rail 1 laid in a ring so that it is concentric with the cast-in-place pile
And the fixing device 3 mounted on the rail 1 and loaded with the hoop 2 runs on the outer periphery of the steel cage 4 of the cast-in-place pile.
【0007】<ロ>レール 図2は、図1の平面図を示す。場所打杭を打設するため
に削孔した削孔面5と同心になるように、所定距離をあ
けてレール1を円環状に敷設する。<B> Rail FIG. 2 is a plan view of FIG. The rail 1 is laid in a ring shape at a predetermined distance so as to be concentric with the drilled surface 5 drilled for placing the cast-in-place pile.
【0008】<ハ>鉄筋籠 図3は、通常使用される鉄筋籠4を示す斜視図である。
鉄筋籠4は所定ピッチに配列した主筋41と、主筋41
の上下方向に所定間隔をあけて取り付けた保持具42か
らなり、現場内で加工するか、又は工場生産して現場に
運搬されるものである。尚、本発明の実施形態において
は、場所打杭と鉄筋籠の形状が円柱の場合について説明
するが、たとえば四角柱など多角柱の場合についも同様
の作用、効果が得られるものである。<C> Reinforcing cage 3 FIG. 3 is a perspective view showing a normally used reinforcing cage 4.
The reinforcing bar 4 includes a main bar 41 arranged at a predetermined pitch, and a main bar 41.
The holders 42 are attached at predetermined intervals in the vertical direction, and are processed at the site or produced at the factory and transported to the site. In the embodiment of the present invention, a case where the cast-in-place pile and the reinforcing bar are cylindrical is described. However, the same operation and effect can be obtained in the case of a polygonal pillar such as a square pillar.
【0009】<ニ>保持具 図4は、鉄筋籠4を構成する主筋41を保持する保持具
42の一例を示す平面図である。保持具42は帯鋼43
などを円環状に加工し、主筋41を保持する凹部44を
円周上に設けたものである。或いは、単に鉄筋を円環状
に加工し、これに主筋41を結束して保持具42として
もよい。<D> Holding Tool FIG. 4 is a plan view showing an example of a holding tool 42 for holding the main reinforcement 41 constituting the reinforcing bar cage 4. The holder 42 is a steel band 43
Are formed in an annular shape, and a concave portion 44 for holding the main bar 41 is provided on the circumference. Alternatively, the reinforcing bar may be simply processed into an annular shape, and the main bar 41 may be bound to the reinforcing bar to form the holder 42.
【0010】<ホ>定着装置 図5は、定着装置3の一例を示す正面図である。定着装
置3は、レール1を挟持する垂直車輪31と、レール1
上を走行する水平車輪32と、フープ筋2を巻き取るド
ラム33を支持している支柱34と、ドラム33に巻き
取られたフープ筋2を、鉄筋籠4に一定角度で送り出す
ガイド柱35から構成されている。定着装置3は、図示
していない動力により、レール1上を自動走行できる。
本定着装置3は、フープ筋の定着方法に使用する装置の
一実施例であり、鉄筋籠4外周を走行し、鉄筋籠4にフ
ープ筋2を送り出す他の装置であってもよい。<E> Fixing Device FIG. 5 is a front view showing an example of the fixing device 3. The fixing device 3 includes a vertical wheel 31 that holds the rail 1 and a rail 1.
A horizontal wheel 32 running on the upper side, a column 34 supporting a drum 33 for winding the hoop line 2, and a guide column 35 for feeding the hoop line 2 wound on the drum 33 to the rebar cage 4 at a fixed angle. It is configured. The fixing device 3 can automatically run on the rail 1 by a power not shown.
The present fixing device 3 is an embodiment of a device used for a hoop streak fixing method, and may be another device that travels around the reinforcing bar cage 4 and sends out the hoop bar 2 to the reinforcing bar cage 4.
【0011】[0011]
【作用】以下に、フープ筋の定着方法の動作を説明す
る。The operation of the hoop streak fixing method will be described below.
【0012】<イ>鉄筋籠の吊り込み 図示していないクレーンにより、鉄筋籠4を削孔面5上
に吊り込む。<A> Suspension of Reinforced Basket The reinforced cage 4 is suspended on the drilled surface 5 by a crane (not shown).
【0013】<ロ>鉄筋籠の建込み 前記の状態において、フープ筋2の先端を、鉄筋籠4の
主筋41下端部に固定し、図示していない動力を始動
し、定着装置3をレール1上に沿って走行させる。 定
着装置3がレール1上を円回転していくのに伴って、主
筋41外周にフープ筋2が順次定着されていく。フープ
筋2の定着速度に合わせて、鉄筋籠4を削孔面5に沿っ
て建込んでいく。<B> Installation of Reinforcing Bar In the above-mentioned state, the tip of the hoop bar 2 is fixed to the lower end of the main bar 41 of the reinforcing bar 4, and power (not shown) is started to fix the fixing device 3 to the rail 1. Run along the top. As the fixing device 3 rotates in a circle on the rail 1, the hoop muscles 2 are sequentially fixed to the outer periphery of the main muscle 41. The reinforcing bar cage 4 is built along the drilled surface 5 in accordance with the fixing speed of the hoop bar 2.
【0014】<ハ>フープ筋の定着 前記作業をそのまま継続させ、定着装置3をレール1上
に沿って走行させることにより、主筋41外周にフープ
筋2が順次定着されていくこととなる。鉄筋籠4は、主
筋41の剛性と、主筋41の上下方向所定間隔に保持具
42が取り付けてあるため、変形することなくフープ筋
2を主筋41に定着させることができる。フープ筋2
は、設計で決められたピッチに従って主筋41に定着さ
せなければならない。そのための方法として、本発明に
おいては、 定着装置3の走行速度を一定にし、場所打杭鉄筋籠4
の降下速度を調整することにより、フープ筋2の定着ピ
ッチを調整していく。 場所打杭鉄筋籠4の降下速度を一定にし、定着装置3
の走行速度を調整することにより、フープ筋2の定着ピ
ッチを調整していく。 などの方法があり、何れかの方法を採用すればよい。<C> Hoop streak fixing The hoop streak 2 is successively fixed to the outer periphery of the main streak 41 by continuing the above-mentioned operation and moving the fixing device 3 along the rail 1. The reinforcing bar 4 has the rigidity of the main bar 41 and the holders 42 attached at predetermined intervals in the vertical direction of the main bar 41, so that the hoop bar 2 can be fixed to the main bar 41 without deformation. Hoop muscle 2
Must be fixed to the main bar 41 in accordance with the pitch determined by the design. As a method for this, in the present invention, the running speed of the fixing device 3 is kept constant,
The fixing pitch of the hoop muscle 2 is adjusted by adjusting the descending speed of the hoop. The fixing device 3
, The fixing pitch of the hoop streaks 2 is adjusted. And any other method may be employed.
【0015】[0015]
【発明の効果】本発明は以上説明したようになるから、
次のような効果を得ることができる。 <イ>定着装置は、鉄筋籠外周を同心状に円回転してフ
ープ筋を定着させていくので、作業効率がよい。 <ロ>定着装置の一定走行速度に合わせて、鉄筋籠を降
下させていくので、所定ピッチに定着した連続したスパ
イラルフープ筋となり、靭性のよい場所打杭の施工がで
きる。 <ハ>鉄筋籠の一定降下速度に合わせて、定着装置を走
行させていくので、所定ピッチに定着した連続したスパ
イラルフープ筋となり、靭性のよい場所打杭の施工がで
きる。 <ニ>フープ筋の定着ピッチは自由に調節できるので、
設計に対応した汎用性のある施工が簡単にできる。Since the present invention has been described above,
The following effects can be obtained. <A> The fixing device fixes the hoop streak by concentrically rotating the outer periphery of the rebar cage circularly, so that the working efficiency is high. <B> Since the rebar cage is lowered in accordance with the constant traveling speed of the fixing device, the spiral hoop streak is fixed at a predetermined pitch, and the cast-in-place pile having good toughness can be constructed. <C> Since the fixing device is run in accordance with the constant descending speed of the reinforcing rod cage, a continuous spiral hoop streak fixed at a predetermined pitch is formed, and the cast-in-place pile having good toughness can be constructed. <D> Since the fixing pitch of the hoop muscle can be adjusted freely,
Versatile construction corresponding to the design can be easily performed.
【図1】本発明によるフープ筋定着方法の施工状況を示
す側面図。FIG. 1 is a side view showing a construction state of a hoop streak fixing method according to the present invention.
【図2】同上平面図。FIG. 2 is a plan view of the same.
【図3】鉄筋籠の斜視図。FIG. 3 is a perspective view of a reinforcing bar cage.
【図4】鉄筋籠の主筋を保持する保持具の一例を示す平
面図。FIG. 4 is a plan view showing an example of a holder for holding main bars of a reinforcing bar cage.
【図5】定着装置の一例を示す正面図。FIG. 5 is a front view illustrating an example of a fixing device.
フロントページの続き (72)発明者 天野 健次 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 田中 良弘 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内Continued on the front page (72) Inventor Kenji Amano 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Construction Co., Ltd. (72) Inventor Yoshihiro Tanaka 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Construction Co. In company
Claims (3)
着させる方法であって、 場所打杭を打設する周囲の地盤上に、場所打杭と同心に
なるようにレールを円環状に敷設し、 フープ筋を積載した定着装置を、レール上に設置し、 定着装置が、場所打杭鉄筋籠の周囲を走行することによ
り、 場所打杭鉄筋籠の外周面に、フープ筋をスパイラル状に
定着することを特徴とする、 フープ筋の定着方法。Claims: 1. A method for fixing a hoop bar of a reinforcing cage used for a cast-in-place pile, wherein a rail is annularly formed on the ground around the cast-in-place pile so as to be concentric with the cast-in-place pile. The hoop is spirally mounted on the outer peripheral surface of the cast-in-place pile reinforced cage by the fixation device installed on the rail and laid on the rail. A method for fixing hoop streaks, characterized by fixing in a shape.
いて、 定着装置の走行速度を一定にし、場所打杭鉄筋籠の降下
速度を調整することにより、フープ筋の定着ピッチを調
整していくことを特徴とする、 フープ筋の定着方法。2. A fixing method of a hoop streak according to claim 1, wherein the fixing speed of the hoop streak is adjusted by keeping the running speed of the fixing device constant and adjusting the descending speed of the cast-in-place pile reinforcing bar. A method of fixing hoop streaks, characterized by going.
いて、 場所打杭鉄筋籠の降下速度を一定にし、定着装置の走行
速度を調整することにより、フープ筋の定着ピッチを調
整していくことを特徴とする、 フープ筋の定着方法。3. The method of fixing a hoop streak according to claim 1, wherein the descent speed of the cast-in-place pile reinforcing bar is fixed and the running speed of the fixing device is adjusted to adjust the hoop streak fixing pitch. A method of fixing hoop streaks, characterized by going.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20727097A JP3684478B2 (en) | 1997-07-16 | 1997-07-16 | Hoop muscle fixing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20727097A JP3684478B2 (en) | 1997-07-16 | 1997-07-16 | Hoop muscle fixing method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1136288A true JPH1136288A (en) | 1999-02-09 |
JP3684478B2 JP3684478B2 (en) | 2005-08-17 |
Family
ID=16537023
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20727097A Expired - Lifetime JP3684478B2 (en) | 1997-07-16 | 1997-07-16 | Hoop muscle fixing method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3684478B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010174557A (en) * | 2009-01-30 | 2010-08-12 | Sanwa Seisakusho:Kk | Assembly structure of reinforcing bars and method of assembly of the same |
CN107685125A (en) * | 2017-08-27 | 2018-02-13 | 贵州新联爆破工程集团有限公司 | A kind of Fast Installation reinforcing bar cage assembly |
CN111305191A (en) * | 2020-03-06 | 2020-06-19 | 中铁第一勘察设计院集团有限公司 | Foundation pit fender pile suitable for space-limited condition and construction method thereof |
CN113404041A (en) * | 2021-07-19 | 2021-09-17 | 牛海超 | Highway bridge cast-in-situ bored pile construction device and wall protection method |
-
1997
- 1997-07-16 JP JP20727097A patent/JP3684478B2/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010174557A (en) * | 2009-01-30 | 2010-08-12 | Sanwa Seisakusho:Kk | Assembly structure of reinforcing bars and method of assembly of the same |
CN107685125A (en) * | 2017-08-27 | 2018-02-13 | 贵州新联爆破工程集团有限公司 | A kind of Fast Installation reinforcing bar cage assembly |
CN107685125B (en) * | 2017-08-27 | 2023-08-18 | 保利新联爆破工程集团有限公司 | Device for quickly installing reinforcement cage |
CN111305191A (en) * | 2020-03-06 | 2020-06-19 | 中铁第一勘察设计院集团有限公司 | Foundation pit fender pile suitable for space-limited condition and construction method thereof |
CN113404041A (en) * | 2021-07-19 | 2021-09-17 | 牛海超 | Highway bridge cast-in-situ bored pile construction device and wall protection method |
Also Published As
Publication number | Publication date |
---|---|
JP3684478B2 (en) | 2005-08-17 |
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