JPH04115023A - Method of preventing pile to be abandoned from coming off and anchor body - Google Patents
Method of preventing pile to be abandoned from coming off and anchor bodyInfo
- Publication number
- JPH04115023A JPH04115023A JP23244090A JP23244090A JPH04115023A JP H04115023 A JPH04115023 A JP H04115023A JP 23244090 A JP23244090 A JP 23244090A JP 23244090 A JP23244090 A JP 23244090A JP H04115023 A JPH04115023 A JP H04115023A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- anchor body
- abandoned
- pulling
- preventing
- 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
- 238000000034 method Methods 0.000 title claims description 11
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
本発明は捨杭の抜け防止方法及びアンカー体に関し、と
くに仮囲い等の仮設備を固定するための捨杭の抜け防止
方法及び捨杭の引抜き抗力増大用のアンカー体に関する
。The present invention relates to a method for preventing a pile from falling off and an anchor body, and particularly to a method for preventing a pile from falling off for fixing temporary equipment such as a temporary fence, and an anchor body for increasing the pull-out resistance of a pile.
仮設備にの一例として第10図及び第11図に建設工事
の際などに用いられる仮囲い11を示す。図示例の仮囲
い11を取4−=Jけるには、先ず捨杭12を埋め込み
、次いで柱パイプ13を捨杭12に緊結し、横パイプ1
4を柱バイブ13に取付け、控バイブ15及びつなぎバ
イブ16の取付けによって枠を補強し、適当な金具によ
り網17及び鋼板18を枠の柱バイブ13及び横パイプ
14に固定する。As an example of temporary equipment, FIGS. 10 and 11 show a temporary enclosure 11 used during construction work. To remove the temporary fence 11 in the illustrated example, first embed the piles 12, then tighten the column pipes 13 to the piles 12, and then tighten the horizontal pipes 12.
4 is attached to the column vibrator 13, the frame is reinforced by attaching a backing vibrator 15 and a connecting vibrator 16, and the net 17 and steel plate 18 are fixed to the column vibrator 13 and the horizontal pipe 14 of the frame using appropriate metal fittings.
しかし、従来の仮囲い11の捨杭12は鋼管等の単管を
地中に打込むのみのものであり、たとえ地」二で他の部
材を緊結しても、外部からの引抜き力に対する抗力とし
ては単管外周の摩擦のみに頼らさるを得なかった。この
ため、仮囲い11に強風が吹き付ける場合等に捨杭12
が地盤から抜出される問題点があり、仮囲い11の倒壊
等の障害を招く例さえあった。鋼板囲い倒壊による人身
事故も記録されているので、捨杭12の引抜きに対する
抗力増大対策が期待されている。
また、単管は先端が鋭っていないので地中へ打込み難い
問題点もあった。
従って、本発明の目的は、捨杭の引抜きに対する抗力を
増大させる抜け防止方法を提供するにある。本発明の他
の目的は、捨杭の引抜きに対する抗ツj増大に適するア
ンカー体を提供するにある。However, the piles 12 of the conventional temporary enclosure 11 are only used to drive single pipes such as steel pipes into the ground, and even if other members are tied together in the ground, there is no resistance against external pulling force. Therefore, it was unavoidable to rely solely on the friction of the outer circumference of the single tube. For this reason, when strong winds blow on the temporary fence 11, the piles 11
There was a problem that the fences were pulled out of the ground, and there were even cases where temporary fences 11 collapsed and caused other problems. Since there have been records of accidents resulting in injury or death due to the collapse of steel plate enclosures, measures are expected to be taken to increase the drag force against the removal of the piles 12. Another problem with single pipes was that they were difficult to drive into the ground because their tips were not sharp. Accordingly, an object of the present invention is to provide a method for preventing piles from falling out by increasing the resistance against pulling out of piles. Another object of the present invention is to provide an anchor body suitable for increasing resistance to pulling out of piles.
第1図から第4図までの実施例を参照するに、本発明に
よる捨杭の抜け防止方法は、仮設備固定用の捨杭12の
下端にアンカー体1をアンカー体鈎孔5の第1位置で嵌
合し、第2位置で捨杭12をアンカー体1と捨杭打込方
向において一体的に結合し、アンカー体1に枢支した翼
部2を捨杭12の弓抜き力に応じて開放することにより
抗力を増大する構成を用いる。好ましくは、第2位置の
捨杭12を第1位置へ復帰させることにより捨杭12を
アンカー体1から分離自在とする。
図示例において、上記第1位置は捨杭12上の突起6が
アンカー体lの鈎孔5の着脱部5aと係合する位置であ
り、上記第2位置は捨杭12上の突起6かアンカー体1
の鈎孔5の係止部5bと係合する位置である。
第5図から第8図までの実施例を参照するに本発明によ
るアンカー体1は、第9図に示される仮設備固定用の捨
杭12の下端に固定された突起6と係合する鈎孔5を有
する基部4、鈎孔5の第1角度位置の着脱部5a及び第
2角度位置の係止部5b。
並びに捨杭打込み方向と直交するピン3により枢支され
た翼部2を備えてなる構成を用いる。
好ましくは、アンカー体1の下端に尖頭部10を設ける
。Referring to the embodiments shown in FIGS. 1 to 4, the method for preventing a pile from falling out according to the present invention is to attach an anchor body 1 to the lower end of a pile 12 for fixing temporary equipment to the first hole of the hook hole 5 of the anchor body. position, the pile 12 is integrally coupled with the anchor body 1 in the pile driving direction at the second position, and the wing part 2 pivotally supported on the anchor body 1 responds to the unbowing force of the pile 12. A configuration is used in which the drag force is increased by opening the valve. Preferably, the pile 12 can be freely separated from the anchor body 1 by returning the pile 12 in the second position to the first position. In the illustrated example, the first position is a position where the protrusion 6 on the pile 12 engages with the attachment/detachment part 5a of the hook hole 5 of the anchor body l, and the second position is the position where the protrusion 6 on the pile 12 or the anchor body 1
This is the position where it engages with the locking portion 5b of the hook hole 5. Referring to the embodiments shown in FIGS. 5 to 8, the anchor body 1 according to the present invention has a hook that engages with a protrusion 6 fixed to the lower end of a pile 12 for fixing temporary equipment shown in FIG. A base 4 having a hole 5, a detachable portion 5a at a first angular position of the hook hole 5, and a locking portion 5b at a second angular position. In addition, a configuration including a wing portion 2 pivotally supported by a pin 3 perpendicular to the pile driving direction is used. Preferably, the lower end of the anchor body 1 is provided with a pointed head 10 .
動作を説明するに、捨杭12を打込むには、先ず第1図
に示すように例えば捨杭12の突起6がアンカー体1の
鈎孔5の着脱部5aに嵌合する第1位置で、捨杭12を
アンカー体1に嵌合した後、捨杭12をアンカー体1と
共に矢印りの打込み方向に所定深さまで打込む。ただし
この嵌合は、突起6と鈎孔5の着脱部5aとの嵌合に限
定されるものではない。その後、例えば第2図の矢印T
方向の回転により捨杭12を、捨杭I2の突起6がアン
カー体10の鈎孔5の係止部5bに嵌合する第2位置へ
移動させ、捨杭12をアンカー体10と捨杭打込方向り
において一体的に結合する。ただしこの嵌合は、突起6
と鈎孔5の係止部5bとの嵌合に限定されるものではな
い。
捨杭12が上記第2位置にある時に第3図矢印Pの向き
の引抜き力が捨杭12を介してアンカー体1に加えられ
ると、上記捨杭打込み方向りと直交するピン3によりア
ンカー体1に枢支された翼部2が開き、アンカー体1と
地盤との接触面積が増え引抜きに対する抗力が増大する
。ただし、翼部2はアンカー体1に開閉自在に取4−3
けられれば足り、ピン3による枢支に限定されるもので
はない。好ましくは、第2図の矢印T方向の回転の大き
さを適当に選びアンカー体1をも上記打込みの終端位置
からずらし、翼部2の翼先端7を上記打込み時の翼先端
軌跡から外し翼部2の開動作を確実にする。
こうして、本発明の一目的である「捨杭の引抜きに対す
る抗力を増大させる抜け防止方法Jの提供が達成される
とともに、本発明の他の目的である「捨杭の引抜きに対
する抗力増大に適するアンカー体」の提供も達成される
。
なお、本発明によれば、第4図に示す様に捨杭12の第
1位置への復帰により捨杭12をアンカー体1から分離
自在とすることができる。即ち、比較的小さな引抜き力
をもって捨杭12を矢印Pの向きに引抜くことにより、
アンカー体1を地盤中に残したまま捨杭12を簡単に撤
去・回収することが可能になる。To explain the operation, in order to drive the pile 12, first, as shown in FIG. After fitting the waste pile 12 to the anchor body 1, the waste pile 12 is driven together with the anchor body 1 in the driving direction indicated by the arrow to a predetermined depth. However, this fitting is not limited to the fitting between the projection 6 and the detachable portion 5a of the hook hole 5. After that, for example, arrow T in FIG.
By rotation in the direction, the pile 12 is moved to the second position where the protrusion 6 of the pile I2 fits into the locking part 5b of the hook hole 5 of the anchor body 10, and the pile 12 is connected to the anchor body 10. It is integrally connected in the direction of insertion. However, this fitting requires protrusion 6
The fitting between the hook hole 5 and the locking portion 5b of the hook hole 5 is not limited to this. When the pile 12 is in the second position, when a pulling force in the direction of arrow P in FIG. 3 is applied to the anchor body 1 via the pile 12, the pin 3 perpendicular to the pile driving direction The wing portion 2 pivotally supported by the anchor body 1 opens, increasing the contact area between the anchor body 1 and the ground, and increasing the resistance against pulling out. However, the wing part 2 can be attached to the anchor body 1 so as to be openable and closable 4-3.
It is sufficient that it can be rotated, and the pivot support is not limited to the pin 3. Preferably, by appropriately selecting the magnitude of rotation in the direction of arrow T in FIG. 2, the anchor body 1 is also shifted from the final position of the driving, and the blade tip 7 of the wing portion 2 is removed from the blade tip locus at the time of driving. To ensure the opening operation of part 2. In this way, one object of the present invention, ``providing a method J for preventing falling out of piles that increases the resistance to pulling out piles,'' has been achieved, and another object of the present invention, ``An anchor suitable for increasing the resistance to pulling out piles of piles'' has been achieved. The provision of "body" is also achieved. According to the present invention, the pile 12 can be freely separated from the anchor body 1 by returning the pile 12 to the first position as shown in FIG. That is, by pulling out the pile 12 in the direction of arrow P with a relatively small pulling force,
It becomes possible to easily remove and recover the pile 12 while leaving the anchor body 1 in the ground.
第1図から第8図までの実施例においては、アンカー体
1の下端に尖頭部10を形成し、第1図の矢印りの向き
の打込みを第11図の単管捨杭12に比して著しく容易
にする。
第9図は突起6をかんざし状のボルトを捨杭12の直径
に沿って配置することにより形成した例を示す。このか
んざし状ボルトによれば強固な突起6を提供することが
できる。ただし本発明は捨杭12の表面から突出する突
起であれば足り、かんざし状ボルトの使用に限定される
ものではない。
以上の説明において、鈎孔5はL字形であって着脱部5
aと係止部5bとを有するものとしたが、本発明の鈎孔
5は捨杭12の突起6と係合する第1位置の着脱部及び
捨杭12の突起6を捨杭12の引抜き方向において一体
的に係止する係止部を有すれば足り、L字形に限定され
るものではない。
本発明者は、アンカー体1の翼先端7を僅かに外向きに
反らせ、第1図の打込み終了位置から第2図の矢印Tの
方向に捨杭12を時計回りに1/4回転させた後第3図
の矢印Pの向きに捨杭12を約100m引上げたところ
、翼部2を第3図に示すように十分に開放して大きな引
き抜き抗力を発生させる得ることを実証することができ
た。この場合、第3図の位置から捨杭12を反時計方向
に1/4回転させることにより、突起6と鈎孔5の係止
部5bとの結合を解除し、アンカー体1を地盤中に残し
たまま捨杭12を撤去・回収することができた。In the embodiments shown in FIGS. 1 to 8, a pointed head 10 is formed at the lower end of the anchor body 1, and driving in the direction of the arrow in FIG. 1 is compared to the single pipe pile 12 in FIG. to make it significantly easier. FIG. 9 shows an example in which the protrusion 6 is formed by arranging hairpin-shaped bolts along the diameter of the pile 12. According to this pin-shaped bolt, a strong protrusion 6 can be provided. However, the present invention is not limited to the use of a hairpin bolt, as long as it is a projection protruding from the surface of the pile 12. In the above explanation, the hook hole 5 is L-shaped and the detachable part 5
a and a locking part 5b, the hook hole 5 of the present invention has an attachment/detachment part at the first position that engages with the protrusion 6 of the pile 12 and the protrusion 6 of the pile 12 when the hook hole 5 is pulled out of the pile 12. It is sufficient to have a locking portion that locks integrally in the direction, and is not limited to an L-shape. The inventor of the present invention slightly warped the wing tip 7 of the anchor body 1 outward, and rotated the pile 12 clockwise 1/4 turn from the driving end position in FIG. 1 in the direction of arrow T in FIG. 2. When the pile 12 was pulled up approximately 100 meters in the direction of arrow P in Figure 3, it was demonstrated that the wing section 2 could be sufficiently opened to generate a large pulling drag as shown in Figure 3. Ta. In this case, by rotating the pile 12 counterclockwise by 1/4 turn from the position shown in FIG. It was possible to remove and recover the pile 12 while leaving it in place.
以上詳細に説明したように本発明の捨杭の抜け防止方法
及びアンカー体は、捨杭と着脱自在の鈎孔及び開閉自在
に枢支された翼部を有するアンカー体を使うので、次の
顕著な効果を奏する。
(イ)単管捨杭の場合に比し著しく大きな引抜き抗力を
得ることができ、仮囲い等の倒壊を未然に防止すること
ができる。
(ロ)尖頭部を取イ」けることにより捨杭の打込みを単
管捨杭の場合に比し著しく容易にすることができる。As explained in detail above, the method and anchor body of the present invention for preventing a pile from falling off use the anchor body having a hook hole that can be freely attached to and detached from the pile, and a wing part that is pivotally supported so that it can be opened and closed. It has a great effect. (a) It is possible to obtain a significantly larger pull-out resistance than in the case of single pipe piles, and it is possible to prevent the collapse of temporary fences, etc. (b) By removing the pointed head, driving the pile can be made much easier than in the case of a single pipe pile.
第1図から第4図までは本発明方法の説明図、第5図及
び第6図は翼部閉鎖時のアンカー体の側面図及び平面図
、第7図及び第8図は翼部開放時のアンカー体の側面図
及びその平面図、第9図は捨杭突起の説明図、第10図
及び第11図は仮囲い及び捨杭の図式的説明図である。
1・・アンカー体、 2・・・翼部、 3・・ピン、4
・・基部、 5・・・鈎孔、 5a・・・着脱部、 5
b・・・係止部、 6・・突起、 7・・・翼先端、
10・・尖頭部、 11・・・仮囲い、 12・・・捨
杭、 13・・・柱パイプ、 14・・・横パイプ、
15・・・控バイブ、16・・・つなぎパイプ、 17
・・・網、 18・・・鋼板。
特許出願人 鹿島建設株式会社
特許出願代理人 弁理士 市東禮次部帳Figures 1 to 4 are explanatory diagrams of the method of the present invention, Figures 5 and 6 are side and plan views of the anchor body when the wing is closed, and Figures 7 and 8 are when the wing is open. FIG. 9 is an explanatory diagram of a pile protrusion, and FIGS. 10 and 11 are schematic explanatory diagrams of a temporary enclosure and a pile. 1... Anchor body, 2... Wing part, 3... Pin, 4
...Base, 5...Hook hole, 5a...Detachable part, 5
b...Locking part, 6...Protrusion, 7...Blade tip,
10... Pointed head, 11... Temporary fence, 12... Discard pile, 13... Pillar pipe, 14... Horizontal pipe,
15... Backup vibe, 16... Connecting pipe, 17
...Net, 18...Steel plate. Patent applicant: Kajima Corporation Patent application agent: Patent attorney: Tsugure Ichito
Claims (4)
で嵌合し、第2位置で捨杭をアンカー体と捨杭引抜き方
向において一体的に結合し、アンカー体に枢支した翼部
を捨杭の引抜き力に応じて開放することにより抗力を増
大してなる捨杭の抜け防止方法。(1) The anchor body was fitted to the lower end of the pile for fixing temporary equipment at the first position, and the pile was integrally connected to the anchor body in the direction of pulling out the pile at the second position, and the pile was pivoted to the anchor body. A method for preventing a pile from falling out by increasing the drag force by opening the wings according to the pulling force of the pile.
れて前記第2位置にある捨杭を前記第1位置へ復帰させ
ることにより捨杭をアンカー体から分離自在としてなる
捨杭の抜け防止方法。(2) In the method for preventing falling out of claim 1, by returning the driven pile in the second position to the first position, the pile can be freely separated from the anchor body, thereby preventing the pile from falling out. Method.
合する鈎孔、鈎孔の第1角度位置における着脱部及び第
2角度位置における係止部、並びに捨杭引抜き方向と直
交するピンにより枢支された翼部を備えてなる捨杭用ア
ンカー体。(3) A hook hole that engages with a protrusion fixed to the lower end of a pile for fixing temporary equipment, a detachable part at the first angular position of the hook hole, a locking part at a second angular position, and a direction in which the pile is pulled out. An anchor body for dumping piles comprising wing parts pivoted by orthogonal pins.
頭部を備えてなる捨杭用アンカー体。(4) An anchor body for dumping piles according to claim 3, comprising a pointed head at the lower end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2232440A JP2531844B2 (en) | 1990-09-04 | 1990-09-04 | Method for preventing dislodgement of piles and anchor body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2232440A JP2531844B2 (en) | 1990-09-04 | 1990-09-04 | Method for preventing dislodgement of piles and anchor body |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04115023A true JPH04115023A (en) | 1992-04-15 |
JP2531844B2 JP2531844B2 (en) | 1996-09-04 |
Family
ID=16939303
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2232440A Expired - Lifetime JP2531844B2 (en) | 1990-09-04 | 1990-09-04 | Method for preventing dislodgement of piles and anchor body |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2531844B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102021100801A1 (en) | 2021-01-15 | 2022-07-21 | Stairway2 UG (haftungsbeschränkt) | Ground anchor and ground anchoring system |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5796129A (en) * | 1980-12-02 | 1982-06-15 | Marugo Kiso Kogyo Kk | Driving work of steel tubular pile with expansible shoe |
JPS57100221A (en) * | 1980-12-09 | 1982-06-22 | Marugo Kiso Kogyo Kk | Tip expansion shoe for use in noiseless and vibration-free pile laying work |
JPS5833541U (en) * | 1981-08-26 | 1983-03-04 | 大成建設株式会社 | Reference piles for continuous underground wall construction with shu |
JPS6230555U (en) * | 1985-08-09 | 1987-02-24 |
-
1990
- 1990-09-04 JP JP2232440A patent/JP2531844B2/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5796129A (en) * | 1980-12-02 | 1982-06-15 | Marugo Kiso Kogyo Kk | Driving work of steel tubular pile with expansible shoe |
JPS57100221A (en) * | 1980-12-09 | 1982-06-22 | Marugo Kiso Kogyo Kk | Tip expansion shoe for use in noiseless and vibration-free pile laying work |
JPS5833541U (en) * | 1981-08-26 | 1983-03-04 | 大成建設株式会社 | Reference piles for continuous underground wall construction with shu |
JPS6230555U (en) * | 1985-08-09 | 1987-02-24 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102021100801A1 (en) | 2021-01-15 | 2022-07-21 | Stairway2 UG (haftungsbeschränkt) | Ground anchor and ground anchoring system |
Also Published As
Publication number | Publication date |
---|---|
JP2531844B2 (en) | 1996-09-04 |
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