JP2681270B2 - Pile holding device - Google Patents
Pile holding deviceInfo
- Publication number
- JP2681270B2 JP2681270B2 JP62029310A JP2931087A JP2681270B2 JP 2681270 B2 JP2681270 B2 JP 2681270B2 JP 62029310 A JP62029310 A JP 62029310A JP 2931087 A JP2931087 A JP 2931087A JP 2681270 B2 JP2681270 B2 JP 2681270B2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- frame body
- semi
- large number
- annular
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、地盤の掘削孔中に挿入する杭の保持装置に
関するものである。
〔従来の技術〕
杭沈設の低公害工法として、セメントミルク工法等の
プレボーリング系工法が広く採用されているが、それら
の工法では、2本継以上の杭は全て掘削孔中で何等かの
方法で垂直度を保ちながら確実に保持することが必要で
ある。このような杭を保持する手段としては、従来、ワ
イヤロープの巻き付け方法と鋼製バンドの締め付け方法
との2通りがある。
〔発明が解決しようとする問題点〕
ワイヤロープによる方法は、台付ワイヤーと称するロ
ープを、保持する杭の頭部付近に巻き付け、ワイヤロー
プの末端を受け木等で受けるか、または何等かのアンカ
ーに結び付けて保持するのであるが、この方法では、ワ
イヤロープの引き加減や張り加減によって、片ぎきにな
ったり、保持している杭に曲げが働いたりして、杭の垂
直性が保ちにくいといった欠点がある。また、鋼製バン
ドによる方法では、このバンドを締め付けることによる
摩擦力により保持するので、保持する杭の外周に泥土や
油脂分が付着していると摩擦力が働かず、また杭の重力
が重くなる程危険度が増大するという欠点がある。
本発明は、前記従来の欠点を解決すると共に、施工面
での安全度を高め、施工能率の向上を図ろうとするもの
である。
〔問題点を解決するための手段〕
前記目的を達成するための本発明の構成について、実
施例に対応する図面を参照して説明すると、本発明は、
内周に傾斜した漏斗状面aを形成した半円環体1a、1bの
一体を互に一端部において回動自在に結合するととも
に、他端部を分離可能に固定できるようにした外枠体A
と、外側面を前記半円環体1a,1bの内周面に沿う傾斜面
とし、内側面に多数の凹凸8,8を形成し、上面部に多数
の抑え片10,10を周方向に沿って隔設するとともに、外
側面に多数の縦割溝9,9を隔設した可撓性の円弧状内枠
体Bの一対とよりなり、該内枠体B,Bを前記外枠体A,Aの
内側に添接するとともに、外枠体Aの上面と内枠体Bの
各抑え片10,10間に介装したスプリング11,11により、弾
力的に上下摺動自在に嵌装したことを特徴とするもので
ある。
〔作用〕
本発明装置は、内枠体B,Bを嵌装した半円環体1a、1b
を杭13の外周面に添接して半円環体1a、1bのクサビ孔4
a、4bにクサビ5を打ち込んで緊締する。第7図に示す
ように、杭13の重量が矢印bのようにかかると、内枠体
Bには杭13に引かれて矢印Cのように押し下げ力が働く
ことになる。そのため、内枠体Bは半円環体1a、1bの傾
斜面aに添ってスライドし、その作用によって、内枠体
Bによるクサビ効果による矢印dのような水平力が生
じ、杭の締め付け力となるのである。
また、この装置はクサビ5を抜き取れば半円環体1a、
1bは拡開され、杭13より取りはずせることになる。その
際、内枠体Bは杭13による押し下げ力から開放されるの
で、スプリング11の作用で復元されることになる。
〔実施例〕
以下、本発明の実施例について図面を参照して説明す
る。
図においてAは外枠体で、半円環体1a、1bの一体を互
にそれら一端部をピン2により結合して、ピン2を中心
に開閉自在となっており、半円環体1a、1bの他端部に
は、それらを閉じた際に互に重合する連結片3a、3bがそ
れぞれ突設され、連結片3a、3bには重合位置において互
に連結するクサビ孔4a、4bが設けられ、重合したクサビ
孔4a、4bにクサビ5を挿入することによって、閉じた一
対の半円環体1a、1bが一体化して円環状をなす外枠体A
が形成されるようになっている。また、半円環体1a、1b
の外側部には、この外枠体の吊り上げに使用する吊り耳
6、6が設けられている。
そして、半円環体1a,1の内周面は下方に向けて狭くな
るように傾斜した漏斗状面aに形成されていると共に、
上面外側部には断面鉤形の係止条7が周方向に沿って立
設されている。
B、Bは前記の外枠体Aの各半円環体1a、1bの内周面
に沿って嵌装される円弧状の内枠体で、外周面は半円環
体1a、1bの内周面に沿うように、下方に向けて狭くなる
よう傾斜面となっており、内面側には多数の凹凸8、8
が形成されている。また、外面側には間隔をおいて多数
の可撓用の縦割溝9、9が設けられ、それによって、内
枠体Bは変形可能となっている。更に、内枠体Bの上面
部には、上部が外方に向けて突出するL形の抑え方10、
10が周方向に間隔をおいて多数設けられている。
そして、この内枠体Bは、図示のように、半円環体1
a、1bの内周面に添接し、その抑え片10、10の外端部を
半円環体1a、1bの係止条7内に突入し、各抑え片10と半
円環体1a、1bの上面間にはスプリング11、11が介装され
ている。それによって、内枠体Bはスプリング11の弾力
によって、常時は、その抑え片10が係止条7の上端部内
に圧接された状態(第4図参照)となっており、内枠体
Bに押し下げる力が働くと、スプリング11の弾性に抗し
て下降し、半円環体1a、1bの傾斜した内周の漏斗状面a
に添って内方に張り出すようになり、押し下げ力より開
放されれば、スプリング11の力によってもどの位置に復
帰することになる。
次に、前記構成による本発明装置の使用例について説
明すると、第8図のように、掘削孔12内に、沈設する杭
13をワイヤ14により吊り下げ、第9図(イ)、(ロ)の
ように、本発明装置をピン2を中心にして両開きとして
杭13に外嵌して閉じ、半円環体1a、1bのクサビ孔4a、4b
にクサビ5を打ち込み内枠体B、Bを杭13の外周面に十
分に密着させる。そして、第10図(イ)、(ロ)のよう
に、本発明装置の下側に角材或はH鋼材等の受け材15を
敷き、杭と装置を共に支持させ、ワイヤ14を取り除く。
それにより装置には杭の自重がかかるため、内枠体B、
Bのクサビ効果が生じ、杭と装置が完全に一体となり、
掘削孔中にある杭13は水直に保持されることになる。そ
の後は杭13と掘削孔12との隙間にグラウト材16を充填
し、杭の沈設が終了することになる。
〔発明の効果〕
以上説明したように、本発明の杭の支持装置は、内周
に傾斜した漏斗状面を形成した半円環体の一対を互に一
端部において回動自在に結合するとともに、他端部を分
離可能に固定できるようにした外枠体と、外側面を前記
半円環体の内周面に沿う傾斜面とし、内側面に多数の凹
凸を形成し、上面部に多数の抑え片を周方向に沿って隔
設するとともに、外側面に多数の縦割溝を隔設した可撓
性の円弧状内枠体の一対とよりなり、該内枠体を前記外
枠体の内側に添接するとともに、外枠体の上面と内枠体
の各抑え片間に介装したスプリングにより、弾力的に上
下摺動自在に嵌装したので、杭への装着、取り外しは、
一対の半円環体の他端部にクサビを打ち込み或は抜き取
るという極めて簡単な操作で行うことができ、そして、
杭の重量がかかることによって、内枠体によるクサビ効
果により、杭の支持機能が確実に発揮され、泥土や油脂
分が杭の外周に付着していても、クサビ効果によって支
持機能の損なわれることがない。また、杭に対して均一
にクサビ効果が働くので、杭の垂直度は保たれ、正しい
杭の沈設施工ができると共に、作業の安全度が高い等、
多くの優れた効果を奏するものである。TECHNICAL FIELD The present invention relates to a device for holding a pile to be inserted into an excavation hole in the ground. [Prior art] As a low-pollution construction method for pile sunk, pre-boring construction methods such as cement milk construction method are widely adopted. In these construction methods, piles with two or more joints are It is necessary to securely hold the verticality by the method. Conventionally, there are two methods for holding such piles: a wire rope winding method and a steel band tightening method. [Problems to be solved by the invention] A method using a wire rope is to wind a rope called a table-attached wire around a head of a pile to be held and receive the end of the wire rope with a tree or the like, or Although it is tied to the anchor and held, this method makes it difficult to maintain the verticality of the pile because the wire rope is pulled up and pulled down, and the pile that holds it is bent. There are drawbacks such as. Also, with the method using a steel band, the band is held by the frictional force by tightening it, so if mud or oil is attached to the outer periphery of the pile to be held, the frictional force will not work and the gravity of the pile will be heavy. There is a drawback that the degree of danger increases. The present invention is intended to solve the above-mentioned conventional drawbacks, improve the safety in terms of construction, and improve construction efficiency. [Means for Solving Problems] The configuration of the present invention for achieving the above-mentioned object will be described with reference to the drawings corresponding to the embodiments.
An outer frame body in which the semi-annular bodies 1a and 1b each having an inclined funnel-shaped surface a on the inner periphery thereof are integrally rotatably connected to each other at one end and separably fixed at the other end. A
And, the outer surface is an inclined surface along the inner peripheral surface of the semi-annular body 1a, 1b, a large number of irregularities 8,8 are formed on the inner side surface, a large number of suppressing pieces 10,10 on the upper surface in the circumferential direction. It is composed of a pair of flexible arc-shaped inner frame bodies B, which are spaced apart along the outer surface and have a large number of vertical dividing grooves 9, 9, and are separated from each other. The springs 11 and 11 are attached to the insides of A and A, and are elastically fitted vertically slidably by the springs 11 and 11 interposed between the upper surface of the outer frame A and the restraining pieces 10 and 10 of the inner frame B. It is characterized by that. [Operation] The device of the present invention is a semi-annular body 1a, 1b in which the inner frame bodies B and B are fitted.
Is attached to the outer peripheral surface of the pile 13 and the wedge holes 4 of the semi-annular members 1a and 1b are attached.
Drive the wedges 5 into a and 4b and tighten them. As shown in FIG. 7, when the weight of the pile 13 is applied as shown by the arrow b, the inner frame B is pulled by the pile 13 and a pressing force acts as shown by the arrow C. Therefore, the inner frame body B slides along the inclined surface a of the semi-annular bodies 1a and 1b, and by the action, a horizontal force as indicated by the arrow d due to the wedge effect of the inner frame body B is generated, and the tightening force of the pile is tightened. It becomes. Also, this device is a semi-annular body 1a if the wedge 5 is removed,
1b is expanded and can be removed from pile 13. At this time, the inner frame B is released from the pushing-down force of the pile 13, and is restored by the action of the spring 11. Embodiment An embodiment of the present invention will be described below with reference to the drawings. In the figure, A is an outer frame, and the semi-annular members 1a and 1b are integrally connected to each other by a pin 2 so that the semi-annular member 1a can be opened and closed. At the other end of 1b, connecting pieces 3a and 3b are formed so as to be polymerized with each other when they are closed, and the connecting pieces 3a and 3b are provided with wedge holes 4a and 4b which are connected to each other at a polymerization position. By inserting the wedges 5 into the polymerized wedge holes 4a and 4b, the closed pair of semi-annular members 1a and 1b are integrated to form an annular outer frame A.
Is formed. Also, the semi-annular ring 1a, 1b
Suspending ears 6, 6 used for lifting the outer frame are provided on the outer side of the outer frame. Then, the inner peripheral surfaces of the semi-annular members 1a, 1 are formed into a funnel-shaped surface a which is inclined so as to narrow downward, and
A hook 7 having a hook-shaped cross section is erected on the outer side of the upper surface along the circumferential direction. Reference characters B and B denote arc-shaped inner frame members fitted along the inner peripheral surfaces of the respective semi-annular members 1a and 1b of the outer frame member A, and the outer peripheral surfaces thereof are the inner parts of the semi-annular members 1a and 1b. It is an inclined surface that narrows downwards along the peripheral surface, and a large number of irregularities 8 and 8 are formed on the inner surface side.
Are formed. Further, a large number of flexible vertical dividing grooves 9, 9 are provided at intervals on the outer surface side, whereby the inner frame body B can be deformed. Further, on the upper surface portion of the inner frame body B, an L-shaped restraining method 10 in which the upper portion projects outward,
A large number of 10 are provided at intervals in the circumferential direction. Then, the inner frame body B is, as shown in the figure, a semi-ring body 1.
It is attached to the inner peripheral surface of a, 1b, and the outer ends of the restraining pieces 10, 10 are thrust into the locking ridges 7 of the semi-annular bodies 1a, 1b, and the respective restraining pieces 10 and the semi-annular body 1a, Springs 11, 11 are interposed between the upper surfaces of 1b. As a result, the inner frame body B is always in a state in which the pressing piece 10 is pressed into contact with the upper end portion of the locking strip 7 by the elastic force of the spring 11 (see FIG. 4). When the pushing force acts, it descends against the elasticity of the spring 11, and the funnel-shaped surface a of the slanted inner circumference of the semi-annular bodies 1a and 1b.
When it is released more than the pushing-down force, it will return to any position by the force of the spring 11. Next, a description will be given of a usage example of the device of the present invention having the above-described structure. As shown in FIG.
13 is suspended by a wire 14, and as shown in FIGS. 9 (a) and 9 (b), the device of the present invention is fitted around the pin 2 as a double opening and externally fitted to the pile 13 to close the semi-annular ring 1a, 1b. Wedge holes 4a, 4b
The wedges 5 are driven into the inner frame bodies B and B so that they are sufficiently adhered to the outer peripheral surface of the pile 13. Then, as shown in FIGS. 10 (a) and 10 (b), a receiving material 15 such as a square or H steel material is laid under the device of the present invention to support both the pile and the device, and the wire 14 is removed.
As a result, the weight of the pile is applied to the device, so that the inner frame B,
The wedge effect of B occurs, the pile and the device are completely integrated,
The pile 13 in the drill hole will be held directly on the water. After that, the gap between the pile 13 and the excavation hole 12 is filled with the grout material 16, and the digging of the pile is completed. [Effects of the Invention] As described above, the pile supporting device of the present invention is configured such that a pair of semi-annular members having a funnel-shaped surface inclined to the inner periphery are rotatably coupled to each other at one end. , The outer frame body that can be detachably fixed at the other end, and the outer surface is an inclined surface along the inner peripheral surface of the semi-annular body, a large number of irregularities are formed on the inner side surface, and a large number of them are formed on the upper surface portion. And a pair of flexible arc-shaped inner frame bodies having a plurality of vertical split grooves formed on the outer surface of the outer frame body. Since it was attached to the inside of the, and was elastically fitted vertically by a spring interposed between the upper frame of the outer frame and each restraining piece of the inner frame, it can be attached to and removed from the pile.
It can be performed by a very simple operation of hammering in or pulling out wedges on the other end of the pair of semi-rings, and
Due to the weight of the pile, the wedge support effect of the inner frame ensures the support function of the pile, and even if mud or oil is attached to the outer periphery of the pile, the wedge function impairs the support function. There is no. In addition, since the wedge effect works evenly on the pile, the verticality of the pile is maintained, correct pile construction can be performed, and the work safety is high.
It has many excellent effects.
【図面の簡単な説明】
第1図は本発明装置の一実施例を示す平面図、第2図は
同側面図、第3図は同他端部を開いたところを示す平面
図、第4図は第1図A−A断面図、第5図は半円環対の
平面図、第6図は内枠体の平面図、第7図は作用説明
図、第8図乃至第10図は使用例の説明図で、第8図は杭
を掘削孔に挿入したところを示す側断面図、第9図
(イ)は本発明装置の取り付け側断面図、同(ロ)は同
取り付けるところを示す平面図、第10図(イ)は装置と
杭を受け材に支持させたところを示す側断面図、第10図
(ロ)は同平面図である。
A……外枠体、B……内枠体
1a、1b……半円環体、2……ピン
4a、4b……クサビ孔、5……クサビ
7……係止条、8……凹凸
9……縦割溝、10……抑え片
11……スプリング、12……掘削孔
13……杭BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view showing an embodiment of the device of the present invention, FIG. 2 is a side view of the same, and FIG. 3 is a plan view showing a state where the other end is opened. 1 is a sectional view taken along the line AA of FIG. 1, FIG. 5 is a plan view of a semi-annular pair, FIG. 6 is a plan view of an inner frame, FIG. 7 is an explanatory view of operation, and FIGS. FIG. 8 is a side sectional view showing a state where a pile is inserted into an excavation hole, FIG. 9 (a) is a sectional side view showing a mounting side of the device of the present invention, and FIG. Fig. 10 (a) is a side sectional view showing the device and the pile supported by the receiving member, and Fig. 10 (b) is the same plan view. A ... Outer frame, B ... Inner frame 1a, 1b ... Semi-annular body, 2 ... Pins 4a, 4b ... Wedge hole, 5 ... Wedge 7 ... Locking strip, 8 ... Unevenness 9 ... Vertical groove, 10 ... Holding piece 11 ... Spring, 12 ... Drill hole 13 ... Pile
Claims (1)
ちながら支持する装置であって、内周に傾斜した漏斗面
を形成した半円環体の一体を、互に一端部において回動
自在に結合するとともに、他端部を分離可能に固定でき
るようにした外枠体と、外側面を前記半円環体の内周面
に沿う傾斜面とし、内側面に多数の凹凸を形成し、上面
部に多数の抑え片を周方向に沿って隔設するとともに、
外側面に多数の縦割溝を隔設した可撓性の円弧状内枠体
の一体とよりなり、該内枠体を前記外枠体の内側に添接
するとともに、外枠体の上面と内枠体の各抑え片間に介
装したスプリングにより、弾力的に上下摺動自在に嵌装
したことを特徴とする、杭の保持装置。(57) [Claims] A device for externally fitting a pile to be inserted into a drilling hole and supporting it while maintaining the verticality of the pile, and integrating semi-annular bodies with a funnel surface inclined on the inner circumference at one end of each other. An outer frame body that is rotatably coupled and whose other end is separably fixed, and an outer surface that is an inclined surface along the inner peripheral surface of the semi-annular body, and a large number of irregularities are formed on the inner surface. Formed, and a large number of restraining pieces are provided on the upper surface portion along the circumferential direction,
A flexible arcuate inner frame body having a large number of vertical split grooves provided on the outer side surface is integrally formed, and the inner frame body is abutted on the inner side of the outer frame body, and at the same time as the upper surface of the outer frame body. A holding device for a pile, characterized in that it is elastically fitted vertically and slidably by springs interposed between respective restraining pieces of the frame body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62029310A JP2681270B2 (en) | 1987-02-10 | 1987-02-10 | Pile holding device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62029310A JP2681270B2 (en) | 1987-02-10 | 1987-02-10 | Pile holding device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63197719A JPS63197719A (en) | 1988-08-16 |
JP2681270B2 true JP2681270B2 (en) | 1997-11-26 |
Family
ID=12272647
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62029310A Expired - Lifetime JP2681270B2 (en) | 1987-02-10 | 1987-02-10 | Pile holding device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2681270B2 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4754513B2 (en) * | 2007-02-27 | 2011-08-24 | 中国電力株式会社 | Liner plate displacement prevention device and displacement prevention system |
JP5483912B2 (en) * | 2009-03-16 | 2014-05-07 | 日本高圧コンクリート株式会社 | Pile locking device and pile locking method |
JP6361200B2 (en) * | 2014-03-20 | 2018-07-25 | ジャパンパイル株式会社 | Pile holding device |
JP6379554B2 (en) * | 2014-03-20 | 2018-08-29 | ジャパンパイル株式会社 | Ready-made piles and support methods for ready-made piles |
JP6410096B2 (en) * | 2014-12-12 | 2018-10-24 | ジャパンパイル株式会社 | Pile holding device |
JP6418493B2 (en) * | 2014-12-12 | 2018-11-07 | ジャパンパイル株式会社 | Pile holding device |
JP6604458B1 (en) * | 2019-06-03 | 2019-11-13 | ジャパンパイル株式会社 | Pile holding jig, pile holding jig assembly, and construction method for holding the position of the pile |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5731345U (en) * | 1980-07-26 | 1982-02-18 | ||
JPS57101144U (en) * | 1980-12-08 | 1982-06-22 |
-
1987
- 1987-02-10 JP JP62029310A patent/JP2681270B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS63197719A (en) | 1988-08-16 |
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