JPS6319391Y2 - - Google Patents

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Publication number
JPS6319391Y2
JPS6319391Y2 JP1983080928U JP8092883U JPS6319391Y2 JP S6319391 Y2 JPS6319391 Y2 JP S6319391Y2 JP 1983080928 U JP1983080928 U JP 1983080928U JP 8092883 U JP8092883 U JP 8092883U JP S6319391 Y2 JPS6319391 Y2 JP S6319391Y2
Authority
JP
Japan
Prior art keywords
main
hoop
reinforcing bar
reinforcements
end plates
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
Application number
JP1983080928U
Other languages
Japanese (ja)
Other versions
JPS59188542U (en
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 filed Critical
Priority to JP8092883U priority Critical patent/JPS59188542U/en
Publication of JPS59188542U publication Critical patent/JPS59188542U/en
Application granted granted Critical
Publication of JPS6319391Y2 publication Critical patent/JPS6319391Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、場所打杭の鉄筋コンクリート構造物
に使用する鉄筋篭に関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a reinforced cage used in reinforced concrete structures with cast-in-place piles.

(従来の技術) 場所打杭に用いられる鉄筋篭は、上下部に配置
された円環状の端板に、主筋群の軸方向両端が装
着され、該主筋群の周りにフープ筋が配置されて
該フープ筋を主筋に連結してなるのが普通であ
り、該篭どうしの主筋どうしをカツプラーとナツ
トで連結してなる。
(Prior art) In a reinforcing bar cage used for cast-in-place piles, both axial ends of a group of main reinforcements are attached to annular end plates placed at the top and bottom, and hoop reinforcements are arranged around the group of main reinforcements. Usually, the hoop bars are connected to the main bars, and the main bars of the baskets are connected to each other using a coupler and a nut.

この場合、鉄筋篭をかたく組み立てておくと、
多数の鉄筋のうちの一部のねじ山がずれた場合、
カツプラーによる接合が困難となることから、主
筋を上下にずらせるようにした技術が従来知られ
ている(実開昭55−156121号公報)。
In this case, if you assemble the rebar cage tightly,
If the threads of some of the many reinforcing bars become misaligned,
Since joining with a coupler becomes difficult, a technique is known in the past in which the main reinforcing bars are shifted up and down (Japanese Utility Model Publication No. 156121/1983).

(考案が解決しようとする問題点) 前記従来技術はそれなりに有効ではあるもの
の、上下端板を間隔保持部材で連結してなる組立
枠が鉄筋篭とともに埋設されるという問題があ
る。
(Problems to be Solved by the Invention) Although the above-mentioned prior art is effective to some extent, there is a problem in that the assembly frame formed by connecting the upper and lower end plates with the spacing member is buried together with the reinforcing bar cage.

また、フープ筋(横筋)は間隔保持部材に取付
けられているので、主筋の剛性向上には差程寄与
しておらず、主筋に取付けるとしても、鉄筋篭建
込み(吊込み)前に、すでに主筋群の周り全体に
周回されているので、主筋どうしの締結において
該主筋の自由度がそこなわれるという問題があ
る。
In addition, since the hoop reinforcements (horizontal reinforcements) are attached to the spacing members, they do not significantly contribute to improving the rigidity of the main reinforcements, and even if they are attached to the main reinforcements, they are already installed before the reinforcement cage is erected (hanged). Since the main reinforcements are entirely routed around the main reinforcement group, there is a problem in that the degree of freedom of the main reinforcements is impaired when the main reinforcements are connected to each other.

(考案が解決しようとする問題点) 本考案は、主筋どうしの締結完了まで該主筋の
軸方向移動及び軸回りの回転がフープ筋によつて
損なわれないようにして従来技術の問題点を解決
したのである。
(Problems to be Solved by the Invention) The present invention solves the problems of the prior art by preventing the axial movement and rotation around the axis of the main reinforcements from being impaired by the hoop reinforcements until the connection between the main reinforcements is completed. That's what I did.

(問題点を解決するための手段) 本考案は、上下部に配置された円環状の端板
に、主筋群の軸方向両端が装着され、該主筋群の
周りにフープ筋が配置されて該フープ筋を主筋に
連結してなる鉄筋篭において、次の技術的手段を
講じたものである。
(Means for solving the problem) In the present invention, both axial ends of the main reinforcement group are attached to annular end plates arranged at the upper and lower parts, and hoop reinforcements are arranged around the main reinforcement group. The following technical measures have been taken to create a reinforcing bar cage in which hoop bars are connected to main bars.

すなわち、本考案は各主筋4の軸方向両端部
は、上下端板2,3を貫通して軸方向移動自在で
かつ軸周りに回転可能に装着されており、各主筋
4の軸方向両端部を上下端板2,3に対して締結
弛緩自在とするナツト7を備えており、上端板2
に、主筋4群の周りに周回可能な長さを有して束
ねられたフープ筋5が装着されており、該フープ
筋5を束ねた状態で建込みするための吊下げ部9
を、上端板2の内周面上に固着して上方に突出す
るとともに径内方向に指向させたことを特徴とす
るものである。
That is, in the present invention, both axial ends of each main reinforcing bar 4 are attached to the upper and lower end plates 2 and 3 so as to be movable in the axial direction and rotatable around the axis. The upper end plate 2 is provided with a nut 7 that can be fastened to and loosened from the upper and lower end plates 2 and 3.
Hoop reinforcements 5 bundled with a length that can be wrapped around the 4 groups of main reinforcements are attached to the hoop reinforcements 5, and a hanging portion 9 is provided for building the hoop reinforcements 5 in a bundled state.
is fixed on the inner circumferential surface of the upper end plate 2, protrudes upward, and is oriented radially inward.

(実施例) 第1図において、1は鉄筋篭であり、上下の円
環状とされた端板2,3と、該端板2,3に軸方
向両端が装着されたネジフシ形の主筋4群と、主
筋4群の周りに配置されて主筋4に連結されるフ
ープ筋5とからなる。
(Example) In Fig. 1, 1 is a reinforcing bar cage, which includes upper and lower annular end plates 2 and 3, and 4 groups of screw-shaped main bars with both axial ends attached to the end plates 2 and 3. and hoop reinforcements 5 arranged around the 4 groups of main reinforcements and connected to the main reinforcements 4.

上下端板2,3には第4図および第7図で示す
如く主筋挿通孔6の複数が同一円周上で周方向所
定間隔で形成されているとともに、該主筋挿通孔
6に各主筋4の軸方向両端が軸方向移動自在でか
つ軸回り回転可能に装着されているとともに、各
主筋4はナツト7によつて上下端板2,3に仮止
め可能とされ、また、上下端板2,3の一方、本
例では端板2に、第3図で示す如く主筋4の全長
にわたつて周回可能な長さを有するフープ筋5が
束ねられて結束されている。
As shown in FIGS. 4 and 7, a plurality of main reinforcement insertion holes 6 are formed in the upper and lower end plates 2 and 3 at predetermined intervals in the circumferential direction on the same circumference, and each main reinforcement 4 is formed in the main reinforcement insertion holes 6. Both ends in the axial direction are attached to be movable in the axial direction and rotatable around the axis, and each main reinforcement 4 can be temporarily fixed to the upper and lower end plates 2 and 3 by nuts 7, and the upper and lower end plates 2 .

なお、図中、符号8は鉄筋篭補強板を示し第7
図、第8図において、9は吊込用フツクを示して
いる。
In addition, in the figure, the code 8 indicates the reinforcing plate for the reinforcing bar cage, and the seventh
In FIG. 8, numeral 9 indicates a hanging hook.

而して、下部鉄筋篭Dに対して上部鉄筋篭Uを
接続して組立てるには、下部鉄筋篭Dの各主筋4
に対して上部鉄筋篭Uの各主筋5を同一軸心上に
位置するようにクレーン等で吊込部9を利用して
上部鉄筋篭Uを吊込むとともに第6図1,2で示
す如く対応する各主筋4をネジスリーブ10及び
ロツクナツト11等による機械継手12によつて
連結するのである。
Therefore, in order to connect and assemble the upper reinforcing bar U to the lower reinforcing bar D, each main bar 4 of the lower reinforcing bar D
The upper reinforcing bar cage U is suspended by a crane or the like using the lifting part 9 so that each of the main bars 5 of the upper reinforcing bar basket U are located on the same axis, and the measures are taken as shown in Fig. 6 1 and 2. The main reinforcing bars 4 are connected by mechanical joints 12 such as threaded sleeves 10 and lock nuts 11.

即ち、上部鉄筋篭Uの各主筋群4はその上下の
端板2,3にナツト7で保持されており、しか
も、ナツト7を弛めた状態で軸方向移動自在で軸
回りに回転可能である故に、自由度がある程度あ
り、機械継手12による連結ができるのである。
That is, each main reinforcing bar group 4 of the upper reinforcing bar basket U is held by nuts 7 on the upper and lower end plates 2 and 3, and is movable in the axial direction and rotatable around the axis when the nuts 7 are loosened. Therefore, there is a certain degree of freedom and connection can be made using the mechanical joint 12.

そして、機械継手12が完了した後端板2に束
ねられていたフープ筋5の結束を解き、該フープ
筋5を順次降下させて、第3図、第5図で示す如
く番線13等でフープ筋5を主筋4に連結させ、
次いで端板2,3と各主筋4を確実にナツト7に
よつて締結してから、全体を掘削孔に下げてゆ
き、所定量下げてから再び前述要領で鉄筋篭を連
結するのである。
Then, the hoop strips 5 tied to the rear end plate 2 with the mechanical joint 12 completed are untied, and the hoop strips 5 are lowered one by one to form a hoop with wires 13, etc., as shown in FIGS. 3 and 5. Connect the muscle 5 to the main reinforcement 4,
Next, the end plates 2, 3 and each main reinforcing bar 4 are securely fastened with nuts 7, and then the whole is lowered into the excavation hole, and after being lowered by a predetermined amount, the reinforcing bar cage is connected again in the same manner as described above.

なお、上下鉄筋篭の機械継手12による連結に
さいしては、第6図1で示す如く機械継手12の
位置を同一平面上にすることでも、第6図2で示
す如く千鳥状にすることもできる。
In addition, when connecting the upper and lower reinforcing bar cages using the mechanical joints 12, the positions of the mechanical joints 12 may be on the same plane as shown in FIG. 61, or they may be staggered as shown in FIG. 62. can.

更に、第7図、第8図に示す如く、上下端板
2,3はアングル材を円環状に構成したものであ
り、そのうち、上端板2の内周面には、上方に突
出するとともに径内方向に指向して傾斜された吊
込み用フツク9が溶接により固着され、ここに、
主筋等との吊込時の干渉が避けられているととも
に、建込み用クレーン等の吊フツク等の係脱が容
易とされている。
Furthermore, as shown in FIGS. 7 and 8, the upper and lower end plates 2 and 3 are formed of angle members in an annular shape. A hanging hook 9 inclined inwardly is fixed by welding, and here,
Interference with main reinforcing bars and the like during hoisting is avoided, and it is easy to engage and disengage hoisting hooks of construction cranes, etc.

(考案の効果) 本考案は以上の通りであり、主筋は上下端板に
軸方向移動自在で軸回りに回転可能であるから、
上下の鉄筋篭どうしの主筋を接続することが容易
でありながら、次の利点がある。
(Effects of the invention) The invention is as described above, and since the main reinforcing bars are axially movable on the upper and lower end plates and rotatable around the axis,
While it is easy to connect the main bars of the upper and lower reinforcing bar cages, it has the following advantages.

フープ筋は上端板に束ねられており、この状態
で吊込み可能であるから、主筋接続に際してフー
プ筋により、主筋の軸移動及び回転に支障はな
い。
Since the hoop reinforcements are bundled to the upper end plate and can be suspended in this state, the hoop reinforcements do not impede the axial movement and rotation of the main reinforcements when connecting the main reinforcements.

しかも、フープ筋を上端板に装着しているの
で、該フープ筋を主筋群に連結するにもフープ筋
を自重により降ろしながらの連結が可能となり、
連結が正確にできるのに加えて、上端板の内周面
に固着した吊下げ部は、上方に突出され径内方向
に指向されているので、建込み(吊込み)に際し
て、クレーン等のフツクと主筋群との相互干渉が
避けられ、建込みを正確かつ容易にできるととも
に、クレーン等のフツクの係脱作業が簡単、迅速
にできる。
Moreover, since the hoop muscle is attached to the upper end plate, it is possible to connect the hoop muscle to the main muscle group while lowering the hoop muscle by its own weight.
In addition to being able to connect accurately, the hanging part fixed to the inner peripheral surface of the upper end plate protrudes upward and is oriented radially inward. Mutual interference between the main reinforcement and the main reinforcement group can be avoided, construction can be done accurately and easily, and hooks such as cranes can be engaged and disengaged easily and quickly.

また、鉄筋篭を吊込んで建込んだ後には、上下
端板に主筋をナツトで確実に締結できて、剛性は
充分に確保できる。
Furthermore, after the reinforcing bar basket is suspended and erected, the main bars can be reliably fastened to the upper and lower end plates with nuts, and sufficient rigidity can be ensured.

更に、主筋はナツトにより、端板に対して締結
弛緩自在であるから、最上段の鉄筋篭のうち上部
端板はナツトを弛めてこれを取外して再使用する
こともできる。
Further, since the main reinforcing bars can be fastened to and loosened from the end plates using nuts, the upper end plate of the uppermost reinforcing bar basket can be reused by loosening the nuts and removing it.

従つて、場所打コンクリート杭用の鉄筋篭とし
て製作が容易で施工性に優れた高品質のものを安
価に提供することができる。
Therefore, a high-quality reinforcing cage for cast-in-place concrete piles that is easy to manufacture and has excellent workability can be provided at a low cost.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案実施例の正面図、第2図と第3
図は建込み(吊込み)前後を示す各正面図、第4
図は端板の平面図、第5図は主筋とフープ筋との
接続部の説明図、第6図1,2は本考案実施例に
よる継手2例を示す斜視図、第7図は吊込み台具
ともなる端板の詳細な平面図、第8図は第7図C
−C拡大断面図である。 D……下部鉄筋篭、U……上部鉄筋篭、2,3
……端板、4……主筋、5……フープ筋。
Figure 1 is a front view of the embodiment of the present invention, Figures 2 and 3 are
The figure is each front view showing before and after construction (hanging).
The figure is a plan view of the end plate, Figure 5 is an explanatory diagram of the connection between the main reinforcement and the hoop reinforcement, Figure 6 1 and 2 are perspective views showing two examples of joints according to the embodiments of the present invention, and Figure 7 is a suspension Detailed plan view of the end plate that also serves as a fixture, Figure 8 is Figure 7C
-C is an enlarged sectional view. D...Lower reinforcing bar basket, U...Upper reinforcing bar basket, 2,3
...End plate, 4...Main reinforcement, 5...Hoop reinforcement.

Claims (1)

【実用新案登録請求の範囲】 上下部に配置された円環状の端板に、主筋群の
軸方向両端が装着され、該主筋群の周りにフープ
筋が配置されて該フープ筋を主筋に連結してなる
鉄筋篭において、 各主筋4の軸方向両端部は、上下端板2,3を
貫挿して軸方向移動自在でかつ軸周りに回転可能
に装着されており、各主筋4の軸方向両端部を上
下端板2,3に対して締結弛緩自在とするナツト
7を備えており、上端板2に、主筋4群の周りに
周回可能な長さを有して束ねられたフープ筋5が
装着されており、該フープ筋5を束ねた状態で建
込みするための吊下げ部9を、上端板2の内周面
に固着して上方に突出し、かつ径内方向に指向さ
せたことを特徴とする鉄筋篭。
[Claim for Utility Model Registration] Both axial ends of the main reinforcement group are attached to the annular end plates arranged at the upper and lower parts, and hoop reinforcements are arranged around the main reinforcement group to connect the hoop reinforcements to the main reinforcement. In the reinforcing bar cage, both axial ends of each main reinforcing bar 4 are attached to the upper and lower end plates 2 and 3 so as to be movable in the axial direction and rotatable around the axis. It is provided with a nut 7 whose both ends are fastened to the upper and lower end plates 2 and 3 so as to be able to be loosened freely, and the hoop reinforcement 5 is bundled on the upper end plate 2 with a length that can go around the 4 main reinforcement groups. is attached, and a hanging part 9 for building the hoop reinforcement 5 in a bundled state is fixed to the inner circumferential surface of the upper end plate 2, protrudes upward, and is oriented in the radial inward direction. Reinforced cage featuring:
JP8092883U 1983-05-28 1983-05-28 Rebar cage Granted JPS59188542U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8092883U JPS59188542U (en) 1983-05-28 1983-05-28 Rebar cage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8092883U JPS59188542U (en) 1983-05-28 1983-05-28 Rebar cage

Publications (2)

Publication Number Publication Date
JPS59188542U JPS59188542U (en) 1984-12-14
JPS6319391Y2 true JPS6319391Y2 (en) 1988-05-31

Family

ID=30210905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8092883U Granted JPS59188542U (en) 1983-05-28 1983-05-28 Rebar cage

Country Status (1)

Country Link
JP (1) JPS59188542U (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH038703Y2 (en) * 1984-12-26 1991-03-04
JPH038702Y2 (en) * 1984-12-26 1991-03-04
KR100922121B1 (en) * 2008-10-15 2009-10-16 주식회사 스마텍엔지니어링 Construction Structure of Footing using Hybrid Pile having Various Cross-section
JP6499486B2 (en) * 2015-03-25 2019-04-10 東京鐵鋼株式会社 Pile rebar

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5758723A (en) * 1980-09-27 1982-04-08 Takechi Koumushiyo:Kk In-situ prestresed concrete pile construction work

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5758723A (en) * 1980-09-27 1982-04-08 Takechi Koumushiyo:Kk In-situ prestresed concrete pile construction work

Also Published As

Publication number Publication date
JPS59188542U (en) 1984-12-14

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