JPS6217228A - Suspending tongs for prc-like pile - Google Patents
Suspending tongs for prc-like pileInfo
- Publication number
- JPS6217228A JPS6217228A JP15503985A JP15503985A JPS6217228A JP S6217228 A JPS6217228 A JP S6217228A JP 15503985 A JP15503985 A JP 15503985A JP 15503985 A JP15503985 A JP 15503985A JP S6217228 A JPS6217228 A JP S6217228A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- chuck
- outer cylinder
- protruding
- cylindrical body
- 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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明はPRC杭、特に補強用の異形鉄筋(補強鉄筋)
を端板から突出せしめたものの、または端板にフーチン
グとの連結用の鉄筋を突出させて固定した杭等の吊りヤ
ットコに関するものである。[Detailed Description of the Invention] Industrial Field of Application The present invention relates to PRC piles, particularly deformed reinforcing bars (reinforcing bars) for reinforcement.
This relates to hanging rods such as stakes that are fixed to the footings by protruding from the end plates, or by having reinforcing bars for connection with footings protrude from the end plates.
従来の技術
現在のPRC杭(PC杭の弱い靭性を強化するためにp
c鋼材間に補強鉄筋を配したもの)は一般に第3図に示
すごとく、補強鉄筋1の上端までコンクリートにおおわ
れている。その理由は施工法が打撃又は中掘工法により
行なわれているためでちる。そのため第4図に示すよう
な、施工手順により設計上必要な長さLの補強鉄筋をノ
・ツリ出してフーチングの立上げを行っておシ、非常に
無駄な構造となっている。Conventional technology Current PRC piles (P to strengthen the weak toughness of PC piles
In general, as shown in FIG. 3, the top end of the reinforcing bars 1 is covered with concrete. The reason for this is that the construction method is hammering or digging. Therefore, as shown in Fig. 4, reinforcing reinforcing bars with a design-required length L are cut out according to the construction procedure and the footings are erected, resulting in a very wasteful structure.
本特許出願人は先に特願昭60−72204号において
予め補強鉄筋を突出させて成形したPRC杭とその沈設
用キャップについて提案しているが、該沈設用キャップ
は補強鉄筋の突出端を避けてPRC杭を抑圧沈下させる
ものであってPRC杭を吊シ上げることができないので
、中掘工法等においてコンクリート杭が掘削孔内に落シ
込み施工が困難となる場合がある。The applicant of this patent previously proposed in Japanese Patent Application No. 60-72204 a PRC pile formed with reinforcing reinforcing bars protruding in advance and a cap for sinking the pile, but the cap for sinking the pile avoids the protruding ends of the reinforcing bars. This method suppresses the settling of the PRC pile and cannot lift the PRC pile. Therefore, in the medium excavation method, etc., the concrete pile may fall into the excavation hole, making construction difficult.
発明が解決しようとする問題点
このように従来技術では突出補強鉄筋を有するPRC杭
等において杭のチャッキング可能な技術が開発されてい
ないので中掘工法等の安全確実な施工ができないという
問題点があった。Problems to be Solved by the Invention As described above, in the prior art, there is a problem in that safe and reliable construction such as the hollow excavation method cannot be performed because no technology has been developed that allows chucking of PRC piles etc. that have protruding reinforcing bars. was there.
問題点を解決するための手段
本発明のPRC杭等用の吊シャツトコは上記問題点を解
決するための手段として次の構成を備えている。Means for Solving the Problems The hanging shirt for PRC piles, etc. of the present invention has the following configuration as a means for solving the above problems.
(1)適数の鉄筋を端部に突出させている杭に該突出鉄
筋を貫通させて載置する筒状体を設けるとともに、該筒
状体に係合する外筒と該外筒内を進退し中心部に支持す
る前記鉄筋を他端に設けたぎルト及びナツトの作用によ
り把持緊張させるチャックとを設けたこと。(1) A cylindrical body is provided on a pile having an appropriate number of reinforcing bars protruding from the end thereof, and the protruding reinforcing bars are passed through and placed on the pile, and an outer cylinder that engages with the cylindrical body and an inner part of the outer cylinder are provided. A chuck is provided for gripping and tensioning the reinforcing bar, which moves back and forth and supports at the center, by the action of a bolt and nut provided at the other end.
(2) 前記筒状体が外板と内板の各上端および下端
に環状の頭板および座板を各固定した中空構造よシなり
、該頭板には前記外筒の係合孔をまた該座板には突出鉄
筋の貫通孔を各設けたこと。(2) The cylindrical body has a hollow structure in which an annular head plate and a seat plate are fixed to the upper and lower ends of the outer plate and the inner plate, respectively, and the head plate has an engagement hole in the outer cylinder that extends over the engagement hole. The seat plate is provided with through holes for protruding reinforcing bars.
(3) 前記チャックの一端には突出鉄筋を支持する
中心穴の外側に割目を有するテーパー肉厚部を形成し、
他端にはボルトを頭部により係止し【支持し、かつ前記
外筒には該?ルトの貫通孔を設けて貫通突出した/)レ
トをナツトにより外筒に締着するようにしたこと。(3) forming at one end of the chuck a tapered thick part having a split on the outside of the central hole that supports the protruding reinforcing bar;
At the other end, a bolt is locked and supported by the head, and is attached to the outer cylinder. A through-hole is provided for the bolt, and the bolt protrudes through the hole and is fastened to the outer cylinder with a nut.
作用
本発明はナツトによ)ぜルトを締着するとチャックのチ
ーノー肉厚部の外周が外筒の内周に接衝して縮小するの
で中心穴によ〕突出鉄筋を確実に把掘し緊張することが
でき、またナツトを緩めると容易に前記鉄筋を解放する
ことができる。Function: When the bolt is tightened by the nut, the outer periphery of the thick part of the chuck contacts the inner periphery of the outer cylinder and shrinks, so the protruding reinforcing bar is firmly grasped and tensioned through the center hole. The reinforcing bar can be easily released by loosening the nut.
実施例
第1図、第2図は本発明実施の1例を示す本ので、補強
鉄筋1を貫通させる筒状体2は外板2m、内板2b、頭
板2c1座板24により中空構造に形成せられ、頭板2
Cには外筒3の係合孔2s (長孔)、座板2dには補
強筋1の貫通孔(長孔) 21が設けられる。頭板2c
と係合する外筒3内には摺動自在なチャック4が設けら
れ、該チャック4の一端には補強鉄筋1を支持する中心
穴4aがあシ、その外側には割目を有するテーパー肉厚
部4bが設けられ、また他端にはボルト5をその頭部を
係止して支持している。したがって第2図■においてナ
ツト6を締着すると一点鎖線で示すようにチャック4が
移動変形して補強鉄筋1を完全に把持することができる
。Embodiment FIGS. 1 and 2 are books showing an example of implementing the present invention, and the cylindrical body 2 through which the reinforcing steel bar 1 is passed has a hollow structure with an outer plate 2m, an inner plate 2b, a head plate 2c, and a seat plate 24. formed, headboard 2
C is provided with an engagement hole 2s (elongated hole) of the outer cylinder 3, and a through hole (elongated hole) 21 of the reinforcing bar 1 is provided in the seat plate 2d. headboard 2c
A slidable chuck 4 is provided inside the outer cylinder 3 that engages with the inner cylinder 3, and one end of the chuck 4 has a center hole 4a for supporting the reinforcing steel 1, and a tapered wall with a split is provided on the outside of the center hole 4a for supporting the reinforcing reinforcing bar 1. A thick portion 4b is provided, and the other end supports a bolt 5 by locking its head. Therefore, when the nut 6 is tightened in FIG.
なお、本発明は上記実施例の外、端板にフーチングとの
連結鉄筋を固定して設けた杭等にも応用できるものであ
る。In addition to the above-mentioned embodiments, the present invention can also be applied to piles in which reinforcing bars connecting to footings are fixed to the end plates.
発明の効果
(1) 構造が簡単、かつ取付は取外しが確実である
。Effects of the invention (1) The structure is simple and the installation and removal are reliable.
(2)突出鉄筋の突出長が変化しても確実に連続するこ
とができる。(2) Even if the protruding length of the protruding reinforcing bars changes, it can be reliably continued.
(3) 杭径が同じならば、突出鉄筋の本数の変化は
貫通孔2・(長孔)により対応でき、鉄筋径の変化につ
いてはチャック4部の交換で容易に対応できる。(3) If the pile diameter is the same, changes in the number of protruding reinforcing bars can be accommodated by through holes 2 (elongated holes), and changes in reinforcing bar diameter can be easily accommodated by replacing the chuck 4.
(4)本装置の採用により従来のハツリ工程が省略され
て施工が著しく容易になる。(4) By employing this device, the conventional chiseling process is omitted, making construction much easier.
第1図は本発明実施の1例を示す平面図(4)、一部切
断正面図(B)、A−A断面図(0、第2図は同じく要
部を拡大して示す断面図(6)、底面図(B)であシ、
第3図は従来例を示す断面図、第4図は同じく施工手順
を示す説明図である。
図中の符号はそれぞれ下記部材を示す。
1:補強鉄筋 2:筒状体
3:外 筒 4:チャック
5:?ルト 6:ナツト
特許出願人 日本コンクリート工業株式会社代理人
小 橋 −男・、・
り ′ ・
;−r−
同 小 橋 正 明 ゛冥′−妬・
、°−
矛 1m
(A)
IQCニー
(B)Fig. 1 is a plan view (4), a partially cutaway front view (B), and an A-A cross-sectional view (0) showing an example of the implementation of the present invention, and Fig. 2 is a cross-sectional view showing an enlarged main part ( 6), bottom view (B),
FIG. 3 is a sectional view showing a conventional example, and FIG. 4 is an explanatory view showing the construction procedure. The symbols in the drawings indicate the following members, respectively. 1: Reinforcement bar 2: Cylindrical body 3: Outer cylinder 4: Chuck 5: ? Root 6: Natsuto Patent Applicant Agent of Nippon Concrete Industry Co., Ltd.
Kobashi - Male, · · · ;-r- Masaaki Kobashi ゛Mei' - Jealous ·
,°- spear 1m (A) IQC knee (B)
Claims (1)
を貫通させて載置する筒状体を設けるとともに、該筒状
体に係合する外筒と該外筒内を進退し中心部に支持する
前記鉄筋を他端に設けたボルト及びナットの作用により
把握緊張させるチャックとを設けたことを特徴とするP
RC杭等用の吊りヤツトコ。 2、前記筒状体が外板と内板の各上端および下端に環状
の頭部および座板を各固定した中空構造よりなり、該頭
板には前記外筒の係合孔をまた該座板には突出鉄筋の貫
通孔を各設けたことを特徴とする特許請求の範囲第1項
に記載のPRC杭等用の吊りヤツトコ。 3、前記チャックの一端には突出鉄筋を支持する中心穴
の外側に割目を有するテーパー肉厚部を形成し、他端に
はボルトを頭部により係止して支持し、かつ前記外筒に
は該ボルトの貫通孔を設けて貫通突出したボルトをナッ
トにより外筒に締着するようにしたことを特徴とする特
許請求の範囲第1項に記載のPRC杭等用の吊りヤツト
コ。[Claims] 1. A cylindrical body is provided on a pile having an appropriate number of reinforcing bars protruding from the end thereof, and the protruding reinforcing bars are passed through and placed on the pile, and an outer cylinder that engages with the cylindrical body is provided. P characterized in that it is provided with a chuck that moves back and forth within the outer cylinder and grasps and tensions the reinforcing bar supported at the center by the action of bolts and nuts provided at the other end.
Hanging guy for RC piles etc. 2. The cylindrical body has a hollow structure in which an annular head and a seat plate are fixed to the upper and lower ends of the outer plate and inner plate, respectively, and the head plate has an engagement hole in the outer cylinder and the seat. A hanging rod for a PRC pile or the like according to claim 1, wherein the plate is provided with through holes for protruding reinforcing bars. 3. One end of the chuck is formed with a tapered thick part having a split on the outside of the central hole that supports the protruding reinforcing bar, and the other end is provided with a bolt that is locked and supported by the head, and the outer cylinder. A hanging rod for a PRC pile or the like according to claim 1, wherein a through hole is provided for the bolt and the bolt protruding through the bolt is fastened to the outer cylinder with a nut.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15503985A JPS6217228A (en) | 1985-07-16 | 1985-07-16 | Suspending tongs for prc-like pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15503985A JPS6217228A (en) | 1985-07-16 | 1985-07-16 | Suspending tongs for prc-like pile |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6217228A true JPS6217228A (en) | 1987-01-26 |
JPH0549765B2 JPH0549765B2 (en) | 1993-07-27 |
Family
ID=15597332
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15503985A Granted JPS6217228A (en) | 1985-07-16 | 1985-07-16 | Suspending tongs for prc-like pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6217228A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010043471A (en) * | 2008-08-13 | 2010-02-25 | Nippon Concrete Ind Co Ltd | Pile construction apparatus and pile construction method |
JP2013002047A (en) * | 2011-06-13 | 2013-01-07 | Maeta Seihin Hanbai Ltd | Steel pipe concrete composite pile |
JP2013253378A (en) * | 2012-06-05 | 2013-12-19 | Toyo Asano Found Co Ltd | Auxiliary tool for forming pile head space, hollow precast pile having the same, pile head treatment method using the hollow precast pile, and method for forming pile head space |
-
1985
- 1985-07-16 JP JP15503985A patent/JPS6217228A/en active Granted
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010043471A (en) * | 2008-08-13 | 2010-02-25 | Nippon Concrete Ind Co Ltd | Pile construction apparatus and pile construction method |
JP2013002047A (en) * | 2011-06-13 | 2013-01-07 | Maeta Seihin Hanbai Ltd | Steel pipe concrete composite pile |
JP2013253378A (en) * | 2012-06-05 | 2013-12-19 | Toyo Asano Found Co Ltd | Auxiliary tool for forming pile head space, hollow precast pile having the same, pile head treatment method using the hollow precast pile, and method for forming pile head space |
Also Published As
Publication number | Publication date |
---|---|
JPH0549765B2 (en) | 1993-07-27 |
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