JPH0718154B2 - Rebar basket - Google Patents

Rebar basket

Info

Publication number
JPH0718154B2
JPH0718154B2 JP2107036A JP10703690A JPH0718154B2 JP H0718154 B2 JPH0718154 B2 JP H0718154B2 JP 2107036 A JP2107036 A JP 2107036A JP 10703690 A JP10703690 A JP 10703690A JP H0718154 B2 JPH0718154 B2 JP H0718154B2
Authority
JP
Japan
Prior art keywords
car
arm
reinforcing bar
bar
hole
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
Application number
JP2107036A
Other languages
Japanese (ja)
Other versions
JPH045308A (en
Inventor
明美 野尻
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP2107036A priority Critical patent/JPH0718154B2/en
Publication of JPH045308A publication Critical patent/JPH045308A/en
Publication of JPH0718154B2 publication Critical patent/JPH0718154B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、場所打ちコンクリート杭の施工に使用する鉄
筋かごに関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of use] The present invention relates to a reinforcing bar cage used for construction of cast-in-place concrete piles.

〔従来の技術〕[Conventional technology]

地下室を持つ建物の施工で場所打ちコンクリート杭を使
用する場合、第8図〜第10図に示すように地上から掘削
装置で孔1を掘り、この孔1内に鉄筋かご2を挿入して
から、地下室部分を残して必要深さにコンクリート3を
充填し、その上部は埋戻し4を施し、その後地下室部分
の根切り5を行う。
When using cast-in-place concrete piles in the construction of a building with a basement, dig hole 1 from the ground with an excavator as shown in Figs. Then, the concrete 3 is filled to a required depth leaving the basement part, and the back part is backfilled 4 on the upper part, and then the basement part 5 is cut.

このように根切り5に先立ち、地表よりの削孔を行うの
は、杭用の掘削機は大型であるため、根切り5を行った
あとの地盤上にセットする困難性を考慮したものであ
る。
In this way, the hole drilling from the surface of the ground before the root cutting 5 is performed in consideration of the difficulty of setting on the ground after the root cutting 5 because the excavator for the pile is large. is there.

また、鉄筋かご2は浮き上がり防止等を配慮して、孔1
の深さと同程度の長さのものを孔1内に挿入するが、コ
ンクリート3の打設より上の部分は多少残して根切り5
とともに切取り除去する。
In addition, the rebar cage 2 has holes 1 to prevent it from rising.
Insert a hole having the same length as the depth of the hole into the hole 1, but leave some parts above the concrete 3 into the root cutting 5
Cut and remove with.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

前記のごとく、地下室部分にあたる孔1の上部や鉄筋か
ご2の上部はいずれ不要となるものなのでなるべく少な
い方が望ましい。
As described above, the upper part of the hole 1 corresponding to the basement and the upper part of the rebar cage 2 are not necessary anymore, and therefore it is desirable that the number is as small as possible.

しかし、不要部分の上部のみを細径とする杭の施工技術
は存在しない。
However, there is no pile construction technology in which only the upper part of the unnecessary part has a small diameter.

また、特殊な杭として杭底部を拡径する拡径場所打ち杭
がある。
There is also a diameter-expanded cast-in-place pile that expands the bottom of the pile as a special pile.

かかる拡径杭の施工で拡径用の掘削機は種々提案され、
拡底掘削は可能である。しかし、鉄筋かごは通常のもの
を使用したり、特開昭58-29917号公報や特開昭58-520号
公報で示されるように、傘のように外かごの下端のみが
拡径する鉄筋かごしかなかった。
Various excavators for diameter expansion have been proposed for construction of such diameter expansion piles,
Deep bottom drilling is possible. However, a normal rebar cage may be used, or as shown in JP-A-58-29917 and JP-A-58-520, a reinforcing bar in which only the lower end of the outer car is expanded like an umbrella. There was only a basket.

このため、掘削孔の拡径部分の回りで上方位置には鉄筋
かごが行き渡らず、曲げモーメントに対して不利なもの
となる。
Therefore, the rebar cage does not reach the upper position around the expanded diameter portion of the drill hole, which is disadvantageous to the bending moment.

例えば、地震などにより地盤に水平移動が生じた場合、
軟弱地盤との境で拡径した杭の上方に曲げせん断力が生
じると、これに耐えることができない。
For example, if the ground moves horizontally due to an earthquake,
If a bending shearing force is generated above the pile expanded at the boundary with the soft ground, it cannot withstand this.

本発明の目的は前記従来例の不都合を解消し、底部を拡
径した孔に挿入し、この拡径部分の全長にわたって主筋
の押し拡げが可能なので、地下室を持つ場所打ちコンク
リート杭の経済的、合理的、かつ、安全な施工を可能と
し、また、引き抜き力が作用する杭の先端摩擦力の増大
が得られる鉄筋かごを提供することにある。
The object of the present invention is to eliminate the disadvantages of the above-mentioned conventional example, insert the bottom into a hole with an expanded diameter, and since the main bar can be expanded over the entire length of this expanded portion, it is economical for cast-in-place concrete piles having a basement, (EN) It is possible to provide a reinforcing bar cage which enables a rational and safe construction and which can increase the tip frictional force of a pile on which a pulling force acts.

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

本発明は前記目的を達成するため、内かごと、この内か
ごの下部が入り込む外かごからなり、外かごは、拡大さ
れたときに主筋となる縦方向の鉄筋の周囲を、フープ筋
の代わりとなる高強度繊維の可撓性ロープで拡大径の大
きさを調整可能に連結してなり、該外かごの少なくとも
上部および下部にヒンジ部を介してアームを設け、この
アームの他端をヒンジ部を介して内かごに連結し、ま
た、外かごを構成する縦の鉄筋下端にヒンジ部を介して
外向きに折れるアームを設け、該アーム他端にヒンジ部
を介してフラットバーを結合することで外かご底部にフ
ラットバーを設けることを要旨とするものである。
In order to achieve the above-mentioned object, the present invention comprises an inner car and an outer car into which the lower part of the inner car enters, and the outer car replaces the hoop reinforcement around the longitudinal rebar which is the main reinforcement when expanded. A flexible rope made of high-strength fiber is connected so that the size of the expanded diameter can be adjusted, and an arm is provided at least on the upper and lower parts of the outer car via a hinge part, and the other end of the arm is hinged. Is connected to the inner car through a portion, and an arm that bends outward is provided at the lower end of the vertical reinforcing bar that constitutes the outer car through the hinge portion, and the flat bar is coupled to the other end of the arm through the hinge portion. Therefore, the gist is to provide a flat bar on the bottom of the outer car.

〔作用〕[Action]

本発明によれば、外かごにおける拡大された縦方向の鉄
筋は、これを主筋としてとらえることになる。そこで、
この主筋の位置確保が重要であり、かかる主筋を拡径孔
の径が大きいか小さいかに関わらず迅速かつ容易に該拡
径孔内の所定位置に届かせるために、フープ筋の代わり
として高強度繊維等の可撓性ロープを使用した。
According to the invention, the enlarged longitudinal reinforcing bar in the outer car will catch this as the main bar. Therefore,
It is important to secure the position of this main bar, and in order to quickly and easily reach such a main bar to a predetermined position in the expanded hole regardless of whether the expanded hole is large or small, it is necessary to use a high A flexible rope such as a strength fiber was used.

この可撓性ロープは、これを張るか弛めるかで隣合う縦
方向の鉄筋の間隔を迅速かつ容易に変更することがで
き、棒状の部材に比べて長さ調整が楽に行え、拡径孔内
での主筋の位置確保を予め図ることができるので施工性
に優れる。
This flexible rope can change the space between the adjacent vertical bars quickly and easily by stretching or loosening it, and the length can be adjusted easily compared to the rod-shaped member, Since it is possible to secure the position of the main bar in advance, the workability is excellent.

この動作は、孔へ挿入するために内かごを吊り下げる
と、外かごが内かごに対して少し下方にずれて吊り下が
り、アームは斜めになっているので、外かごは縦の鉄筋
同士の間隔が狭く、いわば外かごを畳んだ状態となる。
この状態では、径の小さな掘削孔から容易に挿入でき
る。
This operation is such that when the inner car is hung to be inserted into the hole, the outer car hangs slightly downward relative to the inner car and hangs, and the arms are slanted, so The distance between them is narrow and the outer basket is folded.
In this state, it can be easily inserted through a drill hole having a small diameter.

そして、吊り下げられた外かごのフラットバーが確実に
孔の底部に水平に着地し、次いで、内かごと外かごの底
位置が相互に近づくと、アームも水平状態に起こされ
て、拡径した孔底部で外かごを横に押し拡げる。
Then, the flat bar of the suspended outer car surely lands horizontally on the bottom of the hole, and then when the bottom positions of the inner car and the outer car get closer to each other, the arms are also raised horizontally and the diameter expansion Push the outer basket sideways at the bottom of the hole.

このとき、外かごの少なくとも上部および下部にヒンジ
部を介してアームを設け、このアームの他端をヒンジ部
を介して内かごに連結しているので、外かごの縦方向の
鉄筋は底部から上部にわたって垂直状態を維持しなが
ら、孔底部の拡径部分の全長にわたって主筋として配筋
することができる。
At this time, an arm is provided on at least the upper and lower parts of the outer car via the hinge part, and the other end of this arm is connected to the inner car via the hinge part. While maintaining the vertical state over the upper part, the reinforcing bar can be arranged as a main bar over the entire length of the expanded diameter portion of the hole bottom.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本発明の鉄筋かごの1実施例を示す側面図で、
本発明の鉄筋かごは、内かご6と外かご7とからなる2
重かご構造のものである。
FIG. 1 is a side view showing one embodiment of the reinforcing bar cage of the present invention,
The rebar cage of the present invention comprises an inner cage 6 and an outer cage 2
It has a heavy basket structure.

このうち内かご6は通常の鉄筋かごと同じものでよく、
縦の鉄筋8を円形のフープ筋9で連結した。図中10は、
フラットバーを示す。
Of these, the inner basket 6 may be the same as a normal rebar cage,
The vertical reinforcing bars 8 were connected by circular hoop bars 9. 10 in the figure
Shows a flat bar.

外かご7は内かご6の下部が入り込むもので、縦の鉄筋
8′を前記円形のフープ筋9で連結する代わりに、カー
ボンファイバーやアラミド繊維のごとき高強度繊維の可
撓性ロープ11で連結した。
The outer car 7 is one in which the lower part of the inner car 6 is inserted, and instead of connecting the vertical reinforcing bar 8'with the circular hoop bar 9, a flexible rope 11 made of high-strength fiber such as carbon fiber or aramid fiber is connected. did.

この可撓性ロープ11と縦の鉄筋8′の結合は、結束線12
で締結すればよい。
The connection between the flexible rope 11 and the vertical reinforcing bar 8'is the binding wire 12
You can conclude with.

また、外かご7は底部にのみフラットバー10を有する
が、このフラットバー10と縦の鉄筋8′の下端とはヒン
ジ部13を介してアーム14で連結し、このヒンジ部13の存
在で、該アーム14は外向きに折れるようにこのフラット
バー10と縦の鉄筋8′の下端間に配設される。
Further, the outer car 7 has the flat bar 10 only at the bottom part, but the flat bar 10 and the lower end of the vertical reinforcing bar 8'are connected by the arm 14 via the hinge part 13, and by the existence of the hinge part 13, The arm 14 is disposed between the flat bar 10 and the lower end of the vertical reinforcing bar 8'so as to be bent outward.

また、外かご7の縦の鉄筋8′と内かご6の縦の鉄筋8
とは、上下方向で適宜間隔(2〜3m)においてアーム15
で連結するが、アーム15もヒンジ部13を介して結合す
る。
In addition, the vertical rebar 8'of the outer car 7 and the vertical rebar 8 of the inner car 6
Is the arm 15 at an appropriate interval (2 to 3 m) in the vertical direction.
The arm 15 is also connected via the hinge portion 13.

第2図、第3図は前記アーム14,15やヒンジ部13の詳細
を示すもので、平板状フランジ体とした端部同士を重合
わせてピン16により結合するピン継手構造を採用する。
また、この平板状フランジ体とした端部は例えばアーム
14に鉄筋を使用する場合は、該鉄筋端や縦の鉄筋8′線
が螺入するホルダー17に設けるものである。
FIGS. 2 and 3 show the details of the arms 14 and 15 and the hinge portion 13, and adopt a pin joint structure in which the ends of the plate-like flange body are superposed on each other and are joined by the pin 16.
In addition, the end of the flat flange body is, for example, an arm.
When a reinforcing bar is used for 14, it is provided on a holder 17 into which the reinforcing bar end or the vertical reinforcing bar 8'line is screwed.

内かご6の縦の鉄筋8とアーム15が結合するヒンジ部13
は、この縦の鉄筋8が挿通するホルダー17′に前記平板
状フランジ体を設け、これにアーム15端の平板状フラン
ジ体を重ねピン16で結合する。
Hinge part 13 where the vertical reinforcing bar 8 of the inner car 6 and the arm 15 join
The holder 17 'into which the vertical reinforcing bar 8 is inserted is provided with the flat plate-shaped flange body, and the flat plate-shaped flange body at the end of the arm 15 is connected to the holder 17' by the stacking pin 16.

次に、使用法について説明する。Next, the usage will be described.

第5図に示すように、拡径用の掘削機を用いて下部1aが
拡径する孔1′を掘削し、この孔1′内に本発明の鉄筋
かごを吊り降ろす。
As shown in FIG. 5, a hole 1'where the lower part 1a expands is excavated by using a diameter expanding excavator, and the reinforcing bar car of the present invention is hung in the hole 1 '.

かかる孔1′への挿入時は、内かご6は外かご7に対し
て少し(約20cm程度)上方にずれていて、内かご6と外
かご7とを連結するアーム15は斜めになり、また、アー
ム14も縦になっていて、さらに可撓性ロープ11は弛むの
で、外かご7は縦の鉄筋8′同士の間隔が狭く、いわば
畳んだ状態となっている。
At the time of insertion into the hole 1 ', the inner car 6 is slightly displaced (about 20 cm) upward from the outer car 7, and the arm 15 connecting the inner car 6 and the outer car 7 is inclined, Further, since the arm 14 is also vertical and the flexible rope 11 is loosened, the outer car 7 is in a folded state, so to speak, with a small interval between the vertical reinforcing bars 8 '.

この状態で拡径しない孔1′の上部1bから鉄筋かごを挿
入できる。
In this state, the rebar cage can be inserted from the upper portion 1b of the hole 1'which does not expand.

第6図に示すように鉄筋かごが孔1′の底へ着き、内か
ご6と外かご7の底位置が相互に近づくと、第4図にも
示すようにアーム14はパンタグラフ式に外向きに折れ曲
がり、アーム15も水平状態に起こされて、弛んでいた可
撓性ロープ11は張り、拡径した孔1′の下部1aで外かご
7は横に広がるように押し拡げられる。
When the rebar cage reaches the bottom of the hole 1'as shown in FIG. 6 and the bottom positions of the inner cage 6 and the outer cage 7 approach each other, the arm 14 is pantographed outward as shown in FIG. Then, the arm 15 is also raised in a horizontal state, the loose flexible rope 11 is stretched, and the outer car 7 is pushed and expanded laterally by the lower portion 1a of the expanded diameter hole 1 '.

このように鉄筋かごを孔1′内にセットしてから、トレ
ミー管18を内かご6内に差し入れ、コンクリート3を打
設する。
After setting the reinforcing steel cage in the hole 1'in this way, the tremie pipe 18 is inserted into the inner cage 6 and the concrete 3 is poured.

孔1′の上部1bを地下室部分とする場合は、前記のごと
くコンクリート3は拡径した下部1aのみに打設し、上部
1bの部分は埋戻し、地下室部分の根切りをおこなう。
When the upper part 1b of the hole 1'is used as the basement part, the concrete 3 is placed only on the expanded lower part 1a as described above,
The part 1b is backfilled and the basement is cut off.

また、拡径杭の場合は孔1′の全部にコンクリート3を
充填して杭とすればよい。
Further, in the case of a diameter-expanded pile, concrete 3 may be filled in all the holes 1'to form a pile.

なお、前記実施例では外かご7は底部にフラットバー10
を有し、このフラットバー10と縦の鉄筋8′の下端とは
ヒンジ部13を介してアーム14で連結したが、場合によっ
てはフラットバー10がなくてもよく、アーム14も不要と
してもよい。
In the above embodiment, the outer cage 7 has a flat bar 10 at the bottom.
The flat bar 10 and the lower end of the vertical reinforcing bar 8'are connected by the arm 14 via the hinge portion 13. However, in some cases, the flat bar 10 may be omitted, and the arm 14 may be unnecessary. .

〔発明の効果〕〔The invention's effect〕

近年、ウォーターフロントなどで計画されている建物
は、高さは制限されてくるのでどうしても地下室が必要
となる。しかも、支持地盤が深いため地下室の下に杭を
持つことになる。
In recent years, buildings planned on the waterfront or the like have to have basements because the height is limited. Moreover, since the supporting ground is deep, you will have a pile under the basement.

以上述べたように本発明の鉄筋かごは、底部を拡径した
孔に挿入し、この拡径部分の全長にわたって主筋の押し
拡げが可能なので、引き抜き力が作用する杭の先端摩擦
力の増大が得られるものである。
As described above, the reinforcing bar cage of the present invention has a bottom portion inserted into a hole having an enlarged diameter, and since the main bar can be pushed over the entire length of the enlarged diameter portion, an increase in the tip frictional force of the pile on which the pull-out force acts can be increased. Is what you get.

そして、本発明を使用すれば、地下室部分の杭は不要と
なるため、杭の地下室部分をできる限り小さくでき、削
孔量も、埋戻し土量も減少し、根切り工事の際の山止め
壁の内側への倒れも少なくなり、安全性が高くなる。
And if the present invention is used, the pile in the basement part is not necessary, so the basement part of the pile can be made as small as possible, the amount of drilling and the amount of backfilled soil are reduced, and the earth retaining at the time of root cutting work is stopped. There is less falling inside the wall, which increases safety.

また、主筋の位置確保が重要であり、かかる主筋を拡径
孔の径が大小に関わらすず迅速かつ容易に該拡径孔内の
所定位置にとどかせるために、フープ筋の代わりとして
高強度繊維等の可撓性ロープを使用し、この可撓性ロー
プは、これを張るか弛めるかで隣合う縦方向の鉄筋の間
隔を迅速かつ容易に変更することができ、拡径孔内での
主筋の位置確保を予め図ることができるので、施工性の
よいものである。
In addition, it is important to secure the position of the main bar, and in order to quickly and easily keep the main bar at a predetermined position in the expanded hole regardless of the diameter of the expanded hole, a high-strength fiber is used instead of the hoop bar. A flexible rope, such as, for example, can be used to quickly or easily change the distance between adjacent longitudinal reinforcing bars by stretching or loosening it. Since the position can be secured in advance, the workability is good.

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

第1図は本発明の鉄筋かごの1実施例を示す畳んだ状態
の側面図、第2図は同上要部の側面図、第3図は同上正
面図、第4図は拡げた状態の側面図、第5図〜第7図は
使用状態を示す側面図、第8図〜第10図は従来例を示す
側面図である。 1,1′……孔、1a……下部 1b……上部、2……鉄筋かご 3……コンクリート、4……埋戻し 5……根切り 6……内かご、7……外かご 8,8′……縦の鉄筋、9……フープ筋 10……フラットバー、11……可撓性ロープ 12……結束線、13……ヒンジ部 14,15……アーム、16……ピン 17,17′……ホルダー、18……トレミー管
FIG. 1 is a side view of a reinforcing bar car according to an embodiment of the present invention in a folded state, FIG. 2 is a side view of a main part of the same, FIG. 3 is a front view of the same, and FIG. 4 is a side view in an expanded state. FIG. 5, FIG. 5 to FIG. 7 are side views showing a usage state, and FIG. 8 to FIG. 10 are side views showing a conventional example. 1,1 ′ …… hole, 1a …… bottom 1b …… upper, 2 …… reinforcing cage 3 …… concrete, 4 …… backfilling 5 …… root cutting 6 …… inner cage, 7 …… outer cage 8, 8 '... vertical reinforcing bar, 9 ... hoop bar 10 ... flat bar, 11 ... flexible rope 12 ... binding wire, 13 ... hinge part 14,15 ... arm, 16 ... pin 17, 17 '…… Holder, 18 …… Tremy tube

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】内かごと、この内かごの下部が入り込む外
かごからなり、外かごは、拡大されたときに主筋となる
縦方向の鉄筋の周囲を、フープ筋の代わりとなる高強度
繊維の可撓性ロープで拡大径の大きさを調整可能に連結
してなり、該外かごの少なくとも上部および下部にヒン
ジ部を介してアームを設け、このアームの他端をヒンジ
部を介して内かごに連結し、また、外かごを構成する縦
の鉄筋下端にヒンジ部を介して外向きに折れるアームを
設け、該アーム他端にヒンジ部を介してフラットバーを
結合することで外かご底部にフラットバーを設けること
を特徴とする鉄筋かご。
1. An inner basket and an outer basket into which the lower part of the inner basket is inserted. The outer basket is a high-strength fiber which replaces the hoop reinforcement around the longitudinal reinforcing bar that is the main reinforcement when expanded. The flexible cage is connected so that the size of the enlarged diameter can be adjusted, and at least the upper and lower parts of the outer car are provided with arms via the hinge part, and the other end of the arm is internally connected via the hinge part. An arm that is connected to the car and that folds outward through a hinge is provided at the lower end of the vertical reinforcing bar that forms the outer car, and the other end of the arm is connected to the flat bar through the hinge to provide the bottom of the outer car. Reinforcing bar cage characterized by having a flat bar on the bottom.
JP2107036A 1990-04-23 1990-04-23 Rebar basket Expired - Lifetime JPH0718154B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2107036A JPH0718154B2 (en) 1990-04-23 1990-04-23 Rebar basket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2107036A JPH0718154B2 (en) 1990-04-23 1990-04-23 Rebar basket

Publications (2)

Publication Number Publication Date
JPH045308A JPH045308A (en) 1992-01-09
JPH0718154B2 true JPH0718154B2 (en) 1995-03-01

Family

ID=14448894

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2107036A Expired - Lifetime JPH0718154B2 (en) 1990-04-23 1990-04-23 Rebar basket

Country Status (1)

Country Link
JP (1) JPH0718154B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008018515A (en) * 2006-07-14 2008-01-31 Mitsubishi Materials Corp Cutting insert and cutting tool
KR100847547B1 (en) * 2007-10-23 2008-07-21 조홍동 Shear reinforcing apparatus of reinforced concrete structure and method for reinforced concrete structure
JP5237726B2 (en) * 2008-08-22 2013-07-17 基礎工事株式会社斉藤組 Assembly rebar
JP5271931B2 (en) * 2010-02-02 2013-08-21 エヌ・ティ・ティ・インフラネット株式会社 Hollow column reinforcement structure and hollow column reinforcement method using this reinforcement structure
DE102012108752B3 (en) 2012-09-18 2014-01-23 Hartmetall-Werkzeugfabrik Paul Horn Gmbh Cutting insert and tool for machining a workpiece
JP2016079745A (en) * 2014-10-21 2016-05-16 株式会社大林組 Drilling method and construction method for cast-in-place pile
JP6397751B2 (en) * 2014-12-19 2018-09-26 渡辺 徹 Construction method of rebar reinforcement assembly, rebar reinforcement, and cast-in-place pile

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58520A (en) * 1981-06-25 1983-01-05 Hazama Gumi Ltd Iron bar cage for on-site concrete pile
JPS5829917A (en) * 1981-08-12 1983-02-22 Tokiwa Sangyo Kk Reinforcing rod arranging method for expanding bottom part of pit with expanding bottom

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58520A (en) * 1981-06-25 1983-01-05 Hazama Gumi Ltd Iron bar cage for on-site concrete pile
JPS5829917A (en) * 1981-08-12 1983-02-22 Tokiwa Sangyo Kk Reinforcing rod arranging method for expanding bottom part of pit with expanding bottom

Also Published As

Publication number Publication date
JPH045308A (en) 1992-01-09

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