JPS60156821A - Construction of pile - Google Patents
Construction of pileInfo
- Publication number
- JPS60156821A JPS60156821A JP1139584A JP1139584A JPS60156821A JP S60156821 A JPS60156821 A JP S60156821A JP 1139584 A JP1139584 A JP 1139584A JP 1139584 A JP1139584 A JP 1139584A JP S60156821 A JPS60156821 A JP S60156821A
- Authority
- JP
- Japan
- Prior art keywords
- casing
- blade
- pile
- tip
- cement milk
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- 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】
〔発明の属する技術分野〕
本発明は、土木建設工事で土留め、止水等に用いる基礎
杭を造成する工法に関する。DETAILED DESCRIPTION OF THE INVENTION [Technical field to which the invention pertains] The present invention relates to a construction method for constructing foundation piles used for earth retaining, water stopping, etc. in civil engineering construction work.
杭孔を掘削する際に、掘削土砂とセメントミルク等の硬
化相を混練してフィルコンクリートを作り出し、このソ
イルコンクリートで杭を形成するようにすれば、掘削土
砂の排除が不要となり工程が簡素化することは知られて
いる。ところで、このようなソイルコンクリ−1・での
杭も含めて掘削時の孔壁の崩壊を防ぐために鋼管ケーシ
ングを用いることが多いが、従来の工法では該ケーシン
グはアースオーガー掘削手段とは別体のものとされ、フ
ィルコンクリート作成時の攪拌手段もオーガーロッド等
に攪拌翼を設けたものであった。このようにオーガー等
とケーシングの二重構造の装置を用いるのでは、駆動機
構を初めとして装置全体が複雑となりまた取扱いも面倒
なものとなる。When excavating a pile hole, by mixing the excavated soil and a hardened phase such as cement milk to create fill concrete, and forming the pile with this soil concrete, there is no need to remove the excavated soil, simplifying the process. It is known to do. Incidentally, steel pipe casings are often used to prevent the collapse of the hole wall during excavation, including the piles in soil concrete 1. However, in conventional construction methods, the casing is separate from the earth auger excavation means. The stirring means used when making fill concrete was an auger rod or the like equipped with stirring blades. If a device with a double structure of an auger or the like and a casing is used in this way, the entire device including the drive mechanism becomes complicated and difficult to handle.
本発明の目的は前記従来例の不都合を解消し、ケーシン
グのみでソイルコンクリートの杭を作成でき、使用装置
が安価でかつ簡便であり、作業工程も簡素化して、施工
の合理化が図れる杭の造成−工法を提供することにある
。The purpose of the present invention is to eliminate the disadvantages of the conventional example, to create a pile made of soil concrete using only a casing, using inexpensive and simple equipment, simplifying the work process, and streamlining the construction process. - To provide construction methods.
しかしてこの目的は本発明によれば、上部が回転駆動装
置に連結され、先端に掘削刃とセメントミルク等の注出
口とを形成した鋼管ケーシングの先端部及び適宜個所の
内壁面に沿ってスクリュー羽根を設け、このケーシング
を地盤中に回転挿入する際に、該掘削刃での掘削土砂と
セメントミルク等とを前記スクリュー羽根で煉り混ぜな
がらケーシング内をフィルコンクリートで充填していく
ことにより達成される。However, according to the present invention, the purpose of the lever is to screw a screw along the tip of a steel pipe casing whose upper part is connected to a rotational drive device and which has a drilling blade and a spout for dispensing cement milk, etc. at the tip and along the inner wall surface at appropriate locations. This is achieved by providing a blade, and when rotating and inserting this casing into the ground, the inside of the casing is filled with fill concrete while mixing the excavated earth and sand with the excavation blade and cement milk, etc. with the screw blade. Ru.
まず、本発明工法で使用するケーシングについて先に説
明すると、第1図は該ケーシングの一例を示す側面図、
第2図は同上要部の側面図、第3図は底面図で、鋼管ケ
ーシング1は先端に掘削刃2.3を設けたものである。First, the casing used in the construction method of the present invention will be explained first. Fig. 1 is a side view showing an example of the casing;
FIG. 2 is a side view of the essential parts of the same, and FIG. 3 is a bottom view, in which the steel pipe casing 1 is provided with a digging blade 2.3 at its tip.
このうち掘削刃2は外周端に対称に複数個設けられ、掘
削刃3は先端開口を横切るようにして取イ」けられた梁
材4に並列して植設される。また、ケーシング1の長さ
方向に流通路5を設け、その先端を注出口6としてケー
シングlの先端に開口させた。この流通路5も適宜間隔
で複数本(図示では4本)配設される。Among these, a plurality of excavating blades 2 are provided symmetrically on the outer peripheral end, and the excavating blades 3 are planted in parallel to a beam 4 that has been removed so as to cross the tip opening. Further, a flow path 5 was provided in the length direction of the casing 1, and its tip was opened at the tip of the casing l as a spout 6. A plurality of these flow passages 5 (four in the figure) are also arranged at appropriate intervals.
該ケーシングlの先端部付近の内壁に沿ってスクリュー
羽根7を中央に大きな開口8をとりながら形成する。こ
のスクリュー羽根7はケーシング1の先端のみならず、
途中個所もしくは全長にわたって設けてもよい。なお、
i−シング1の上端は図示しない回転駆動装置に連結さ
れ、流通路5の上端もひとまとまりとなってスイヘル機
構を介して流入ホース等に連結される。A screw blade 7 is formed along the inner wall near the tip of the casing 1 with a large opening 8 in the center. This screw blade 7 is used not only at the tip of the casing 1, but also at the tip of the casing 1.
It may be provided at a midway point or over the entire length. In addition,
The upper end of the i-thing 1 is connected to a rotational drive device (not shown), and the upper end of the flow path 5 is also connected to an inflow hose or the like via a swivel mechanism.
次に前記装置を用いて行う本発明工法について説明する
と、建設車輌に設けたリーダーマストから駆動装置を介
してケーシング1を吊り下げ、地表面に直立させてセッ
トする。駆動装置を始動し、先端の掘削刃2.3で′掘
削しながらケーシング1は徐々に地中に切り込んでいく
が、その際注出口6からセメントミルク等の硬化剤を注
出すればこれが掘削刃2,3で作成された掘削土砂とス
クリュー羽根7の部分で攪拌され、かつ上方に移送され
る。このようにしてスクリュー羽根7でフィルコンクリ
ートが形成されこれがケーシング1の挿入に応じて該ケ
ーシング1の内g1〜を先端部から徐々に充填していく
ことになる。Next, the construction method of the present invention using the above device will be described. The casing 1 is suspended from a leader mast provided on a construction vehicle via a drive device and set upright on the ground surface. The driving device is started, and the casing 1 is gradually cut into the ground while digging with the digging blade 2.3 at the tip. At this time, pouring out a hardening agent such as cement milk from the spout 6 will cause the casing 1 to cut into the ground. The excavated earth and sand created by the blades 2 and 3 are stirred by the screw blade 7 and transported upward. In this way, fill concrete is formed by the screw blades 7, and as the casing 1 is inserted, this fill concrete gradually fills the inside of the casing 1 from the tip.
ケーシング1はこれを引1友いてもよいが、そのまま埋
め殺せば内部にフィルコンクリートをつめた鋼管杭が造
成される。The casing 1 may be left alone, but if it is buried as is, a steel pipe pile filled with fill concrete will be created.
なお、ケーシング1の上部は適宜切断するか若しくは初
めから着脱可能にフランジ接合して前記埋め殺しに備え
、また先端のスクリュー羽根7及び掘削刃2,3を形成
した部分を他の本体部分とは別体として、着脱できるよ
うにしておいてもよい。In addition, the upper part of the casing 1 is cut off as appropriate or is removably joined with a flange from the beginning to prepare for the above-mentioned burial, and the part where the screw blade 7 at the tip and the excavation blades 2 and 3 are formed is separated from the other main body parts. It may be made detachable as a separate body.
以上述べたように本発明の杭の造成工法は、フィルコン
クリートを主体とした杭を造成するに際し、ケーシング
のみでこれを行うことができ、使用装置が簡便かつ安価
であり、工程も単純化され、施工の合理化を図ることが
できるものである。As described above, the pile construction method of the present invention can create piles mainly made of fill concrete using only casings, the equipment used is simple and inexpensive, and the process is simplified. , which can streamline construction.
第1図は本発明の造成工法で使用する鋼管ケーシングの
実施例を示す側面図、第2図は同上要部の側面図、第3
図は同上底面図である。
■・・・鋼管ケーシング 2,3・・・掘削刃4・・・
梁材 5・・・流通路
6・・・注出口 7・・・スクリュー羽根8・・・開口
出願人 岡野上盛雄
出願人 三和機材株式会社
第1図
ンb3 z
第2図
第3図Fig. 1 is a side view showing an embodiment of the steel pipe casing used in the construction method of the present invention, Fig. 2 is a side view of the main parts of the same, Fig. 3
The figure is a bottom view of the same as above. ■...Steel pipe casing 2, 3...Drilling blade 4...
Beam material 5...Flow path 6...Outlet 7...Screw blade 8...Opening Applicant: Morio Okanogami Applicant: Sanwa Kizai Co., Ltd. Figure 1 b3 z Figure 2 Figure 3
Claims (1)
トミルク等の注出口とを形成した鋼管ケーシングの先端
部及び適宜個所の内壁面に沿ってスクリュー羽根を設け
、このケーシングを地盤中に回転挿入する際に、該掘削
刃での掘削土砂とセメントミルク等とを前記スクリュー
羽根で煉り混ぜながらケーシング内をフィルコンクリー
トで充填していくことを特徴とした杭の造成工法。The upper part is connected to a rotary drive device, and screw blades are provided along the tip of the steel pipe casing, which has a drilling blade and a spout for pouring cement milk, etc., at the tip and along the inner wall surface at appropriate locations, and the casing is rotated into the ground. A method for constructing a pile, characterized in that when inserting the casing, the inside of the casing is filled with fill concrete while mixing the earth and sand excavated by the excavation blade with cement milk or the like using the screw blade.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1139584A JPS60156821A (en) | 1984-01-25 | 1984-01-25 | Construction of pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1139584A JPS60156821A (en) | 1984-01-25 | 1984-01-25 | Construction of pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60156821A true JPS60156821A (en) | 1985-08-17 |
Family
ID=11776819
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1139584A Pending JPS60156821A (en) | 1984-01-25 | 1984-01-25 | Construction of pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60156821A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001020083A1 (en) * | 1999-09-10 | 2001-03-22 | Cementation Foundations Skanska Limited | Drilling tool and method of installing a foundation pile |
US7338232B2 (en) * | 2006-08-07 | 2008-03-04 | Nasr Mamdouh A | Method for installing a screw pile |
GB2509418A (en) * | 2014-03-12 | 2014-07-02 | Epicuro Ltd | Manufacturing a reinforced soil structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5416326A (en) * | 1977-07-07 | 1979-02-06 | Toshiba Corp | Contact point-spring composite material |
-
1984
- 1984-01-25 JP JP1139584A patent/JPS60156821A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5416326A (en) * | 1977-07-07 | 1979-02-06 | Toshiba Corp | Contact point-spring composite material |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001020083A1 (en) * | 1999-09-10 | 2001-03-22 | Cementation Foundations Skanska Limited | Drilling tool and method of installing a foundation pile |
US7338232B2 (en) * | 2006-08-07 | 2008-03-04 | Nasr Mamdouh A | Method for installing a screw pile |
GB2509418A (en) * | 2014-03-12 | 2014-07-02 | Epicuro Ltd | Manufacturing a reinforced soil structure |
GB2509418B (en) * | 2014-03-12 | 2019-01-09 | Epicuro Ltd | Reinforced soil structures |
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