JPH0663219B2 - Sand pile construction method - Google Patents
Sand pile construction methodInfo
- Publication number
- JPH0663219B2 JPH0663219B2 JP12033389A JP12033389A JPH0663219B2 JP H0663219 B2 JPH0663219 B2 JP H0663219B2 JP 12033389 A JP12033389 A JP 12033389A JP 12033389 A JP12033389 A JP 12033389A JP H0663219 B2 JPH0663219 B2 JP H0663219B2
- Authority
- JP
- Japan
- Prior art keywords
- sand pile
- casing
- sand
- obstacle
- pile
- 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
- 239000004576 sand Substances 0.000 title claims description 64
- 238000010276 construction Methods 0.000 title claims description 11
- 230000015572 biosynthetic process Effects 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 11
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 7
- 235000011613 Pinus brutia Nutrition 0.000 description 7
- 241000018646 Pinus brutia Species 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、サンドコンパクション工法や、サンドドレー
ン工法により、軟弱地盤を改良する際に、地盤内に存在
する砂杭造成用ケーシングの障害となる松杭や転石等を
除去しながら連続して砂杭を造成する砂杭の造成工法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is an obstacle to a sand pile forming casing existing in the ground when improving soft ground by a sand compaction method or a sand drain method. The present invention relates to a sand pile construction method for continuously forming sand piles while removing pine piles and boulders.
従来、軟弱地盤をサンドコンパクション工法や、サンド
ドレーン工法により改良する際に、その砂杭を造成しよ
うとする地盤内に松杭や転石等の障害物があると、砂杭
造成前にその地盤を掘削し、それらの障害物を撤去する
作業が必要であったが、この作業は、砂杭が造成される
位置でけでなく、その周辺に対しても行なう必要があ
り、非効率的であるとともに、障害物除去の作業機械を
使用しなければならず、経済性にも問題があった。Conventionally, when improving the soft ground by sand compaction method or sand drain method, if there are obstacles such as pine piles and boulders in the ground where the sand pile is to be constructed, the ground is constructed before the sand pile is constructed. Although it was necessary to excavate and remove those obstacles, this work is inefficient because it must be performed not only at the position where the sand piles will be constructed, but also at its surroundings. At the same time, a work machine for removing obstacles must be used, and there is a problem in economical efficiency.
本発明は、前記従来の問題点を解決するためになされた
ものであり、砂杭造成時に砂杭造成用の装置を使用し
て、その砂杭造成位置において効率よく障害物を除去す
ることができる砂杭の造成工法を提供することを解決課
題としたものである。The present invention has been made to solve the above-mentioned conventional problems, and using an apparatus for sand pile formation at the time of sand pile formation, an obstacle can be efficiently removed at the sand pile formation position. The problem to be solved is to provide a method for constructing sand piles that can be made.
上記の課題を解決するための手段として、本発明の砂杭
の造成工法は、障害物除去用ケーシングを振動杭打機等
で貫入し引き抜いて障害物を除去した後の砂杭造成位置
に砂杭造成用ケーシングを振動杭打機等で所定深度まで
貫入した後に、次の砂杭造成位置に障害物除去用ケーシ
ングを貫入し、障害物除去用ケーシングを貫入したまま
の状態で、砂杭造成用ケーシング内に砂を投入しながら
引き抜く作業を行なった後、障害物除去用ケーシングを
引き抜き、次の砂杭の造成位置に砂杭造成用のケーシン
グを合せた後、前記の作業を繰り返して行なうことを特
徴としたものであり、障害物を除去した後に砂杭を順次
造成してゆきことにより、障害物の除去を効率よく行な
うことができる。As a means for solving the above problems, the method for constructing a sand pile of the present invention is a sand pile formation position after removing an obstacle by penetrating and extracting an obstacle removal casing with a vibrating pile driver or the like. After the casing for pile formation is penetrated to a predetermined depth with a vibrating pile driver, etc., the casing for obstacle removal is penetrated to the next sand pile formation position, and the sand pile formation is performed with the casing for obstacle removal being penetrated. After pulling out the sand while putting sand into the casing, pull out the obstacle removing casing, align the sand pile forming casing with the next sand pile forming position, and repeat the above work. This is characterized in that the obstacles can be removed efficiently by sequentially creating sand piles after removing the obstacles.
以下図面を参照して本発明の砂杭の造成工法による実施
例を説明するが、第1−A図、第1−B図、第1−C
図、第1−D図及び第1−E図は本発明の砂杭の造成工
法により砂杭を連続造成する一実施例における作業手順
を示す一連の説明用断面図、第2図は第1−B図におい
て障害物が松杭の場合に使用する障害物除去用ケーシン
グの先端部要部の側断面図、第3図は第2図はA−A方
向の平面図、第4図は第2図の刃口先端の要部拡大の側
断面図である。An embodiment of the sand pile construction method according to the present invention will be described below with reference to the drawings. FIG. 1-A, FIG.
FIGS. 1, 1-D and 1-E are a series of cross-sectional views for explaining the work procedure in one embodiment of continuously constructing sand piles by the sand pile construction method of the present invention, and FIG. FIG. 3B is a side sectional view of the main part of the tip of the obstacle removing casing used when the obstacle is a pine pile, FIG. 3 is a plan view in the AA direction of FIG. 3, and FIG. FIG. 3 is a side cross-sectional view of an enlarged main part of the tip of the blade mouth of FIG. 2.
まず、本発明の造成工法における作業手順を説明する
と、作業船10の船体に砂杭造成用ケーシング1と障害
物除去用ケーシング2とを配置し、松杭などの障害物3
の切断済みの位置に砂杭造成用ケーシング1を第1−A
図のごとく振動杭打機4等を用いて地盤5内の所定の深
度まで貫入する。First, the working procedure in the construction method of the present invention will be described. The sand pile forming casing 1 and the obstacle removing casing 2 are arranged on the hull of the work boat 10 to prevent obstacles 3 such as pine piles.
1-A of the casing 1 for sand pile construction at the cut position
As shown in the figure, a vibrating pile driver 4 or the like is used to penetrate into the ground 5 to a predetermined depth.
次に、砂杭造成用ケーシング1を造成する砂杭の下端深
度まで貫入しながら、第1−B図のごとく次の砂杭造成
位置に障害物除去用ケーシング2を振動杭打機4を用い
て貫入し、上記の障害物3の切断を行なうが、障害物除
去ケーシング2の貫入は、ウオータージェットを併用す
ることも可能である。Next, while the sand pile forming casing 1 is being penetrated to the depth of the lower end of the sand pile, the obstacle removing casing 2 and the vibrating pile driver 4 are used at the next sand pile forming position as shown in FIG. 1-B. The obstacle 3 is cut off by piercing with the water jet, but the obstacle removing casing 2 can also be pierced by using a water jet.
なお、障害物除去用ケーシング2の貫入を、砂杭造成用
ケーシング1が所定の深度まで貫入した後に行なうの
は、障害物除去用ケーシング2の貫入によって、障害物
3が移動して砂杭造成位置にくるのを防ぐためである。The penetration of the obstacle removing casing 2 after the sand pile forming casing 1 has penetrated to a predetermined depth is caused by the obstacle removing casing 2 moving to move the obstacle 3 and form the sand pile. This is to prevent it from coming into position.
次に、第1−C図のごとく砂杭造成用ケーシング1を、
振動杭打機4を用いて引き抜きながら、そのケーシング
内に砂Sを投入し、砂杭6の造成を行なう。Next, as shown in FIG. 1-C, the sand pile forming casing 1 is
While pulling out using the vibrating pile driver 4, the sand S is put into the casing to create the sand pile 6.
この時には、障害物除去用ケーシング2を地盤5が引き
抜かず、地盤5に貫入したままにしておく。At this time, the obstacle removing casing 2 is not pulled out by the ground 5, but is left in the ground 5.
これは、障害物除去用ケーシング2を引き抜いてしまう
と、砂杭6を造成する際に砂杭6の周囲の地盤5が移動
し、障害物3を除去した位置に再びその障害物3がくる
ことを防ぐためである。This is because if the obstacle removing casing 2 is pulled out, the ground 5 around the sand pile 6 moves when the sand pile 6 is constructed, and the obstacle 3 comes again to the position where the obstacle 3 has been removed. This is to prevent this.
さらに、第1−D図のごとく砂杭造成用ケーシング1が
引き抜かれ、砂杭6の造成が完了した後に、障害物除去
用ケーシング2を地盤5から引き抜く。Further, as shown in FIG. 1-D, the sand pile forming casing 1 is pulled out, and after the sand pile 6 is completely formed, the obstacle removing casing 2 is pulled out from the ground 5.
そこで、作業船10の船体を適宜移動し、砂杭造成用ケ
ーシング1を障害物除去用ケーシング2によって障害物
3を除去した位置に第1−E図のごとく合せた後、再び
第1−A図から第1−D図の手順にもどって連続した砂
杭6を造成することになる。Then, the hull of the work boat 10 is appropriately moved, and the sand pile forming casing 1 is aligned with the position where the obstacle 3 is removed by the obstacle removing casing 2 as shown in FIG. From the figure, a continuous sand pile 6 is constructed by returning to the procedure shown in FIG. 1-D.
次に、第2図、第3図及び第4図に示す本発明の実施例
において使用する障害物除去用ケーシング2は、その障
害物3が松杭の場合に、これを切断、除去するためのも
のであり、先端部2Aを砂杭造成用ケーシング1の外径
よりやや大きな外径とし、その先端部2Aの全周を特殊
鋼からなる刃口7とし、さらにその内側に十字型の特殊
鋼からなる刃口7を配置したものである。Next, the obstacle removing casing 2 used in the embodiment of the present invention shown in FIGS. 2, 3 and 4 is for cutting and removing the obstacle 3 when the obstacle 3 is a pine pile. The outer diameter of the tip 2A is slightly larger than the outer diameter of the sand pile forming casing 1, the entire circumference of the tip 2A is a blade 7 made of special steel, and a cross-shaped special inside The blade mouth 7 made of steel is arranged.
また、本実施例の場合には、障害物除去用ケーシング2
の先端部2Aの貫入を容易にするために、ウオータージ
ェットパイプ8を4本刃口7の上端まで設けている。In the case of this embodiment, the obstacle removing casing 2 is used.
The water jet pipe 8 is provided up to the upper ends of the four blade openings 7 in order to facilitate the penetration of the tip 2A of the blade.
なお、本発明の工法は、上記実施例のごとき松杭の障害
物3のある地盤5に限らず、転石その他の障害物のある
場合でも有効に適用することができる。The construction method of the present invention can be effectively applied not only to the ground 5 having the obstacle 3 of the pine pile as in the above-described embodiment but also to the case where there are boulders and other obstacles.
以上に説明した本発明の砂杭の造成工法によれば、従来
一般に使用されている砂杭打設装置のケーシングを一部
改良するだけで、障害物を除去しながら砂杭の造成を行
なうことができ経済的であるという利点がある。According to the sand pile construction method of the present invention described above, it is possible to construct a sand pile while removing obstacles by only partially improving the casing of a sand pile placing device that has been commonly used in the past. It has the advantage of being economical.
また、砂杭造成用ケーシングによる砂杭造成中は、障害
物を除去した位置に障害物除去用ケーシングがあるの
で、砂杭の造成により、障害物が砂杭造成予定位置に移
動してくるのを確実に防止でき、連続した砂杭造成作業
が円滑に行なわれうるという効果がある。In addition, since the obstacle removal casing is located at the position where the obstacles have been removed during sand pile formation by the sand pile formation casing, the obstacles will move to the sand pile formation planned position due to the sand pile formation. It is possible to surely prevent the above, and it is possible to smoothly perform continuous sand pile construction work.
さらに、障害物の除去が必要最小限で済み、効率のよい
作業が行なわれるという効果がある。Furthermore, there is an effect that the removal of obstacles is minimized and efficient work is performed.
第1−A図、第1−B図、第1−C図、第1−D図及び
第1−E図は本発明の砂杭の造成工法により砂杭を連続
造成する一実施例における作業手順を示す一連の説明用
断面図、第2図は第1−B図において、障害物が松杭の
場合に使用する障害物除去用ケーシングの先端部要部の
側断面図、第3図は第2図のA−A方向の平面図、第4
図は第2図の刃口先端の要部拡大側断面図である。 1…砂杭造成用ケーシング、2…障害物除去用ケーシン
グ、3…障害物、4…振動杭打機、6…砂杭、S…砂。Fig. 1-A, Fig. 1-B, Fig. 1-C, Fig. 1-D and Fig. 1-E show the work in one embodiment for continuously constructing sand piles by the sand pile construction method of the present invention. A series of explanatory cross-sectional views showing the procedure, FIG. 2 is a side cross-sectional view of the main part of the distal end portion of the obstacle removing casing used when the obstacle is a pine pile in FIG. 1-B, and FIG. The top view of the AA direction of FIG. 2, 4th
The figure is an enlarged side cross-sectional view of the essential part of the tip of the blade of FIG. 1 ... Casing for sand pile formation, 2 ... Casing for removing obstacles, 3 ... Obstacle, 4 ... Vibration pile driving machine, 6 ... Sand pile, S ... Sand.
Claims (1)
いた後の砂杭造成位置に砂杭造成用ケーシングを所定深
度まで貫入した後に、次の砂杭造成位置に障害物除去用
ケーシングを貫入し、障害物除去用ケーシングを貫入し
たままの状態で、砂杭造成用ケーシング内に砂を投入し
ながら引き抜く作業を行なった後、障害物除去用ケーシ
ングを引き抜き、次の砂杭の造成位置に砂杭造成用ケー
シングを合せた後、前記の作業を繰り返して行なう砂杭
の造成工法。1. An obstacle removal casing is inserted into a sand pile formation position after the obstacle removal casing is inserted and pulled out to a predetermined depth, and then an obstacle removal casing is inserted into the next sand pile formation position. Then, with the obstacle removal casing still inserted, after performing the work of pulling out while inserting sand into the sand pile formation casing, pull out the obstacle removal casing and place it in the next sand pile formation position. A method for constructing a sand pile, in which the above-described work is repeated after the casing for sand pile construction is combined.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12033389A JPH0663219B2 (en) | 1989-05-16 | 1989-05-16 | Sand pile construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12033389A JPH0663219B2 (en) | 1989-05-16 | 1989-05-16 | Sand pile construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02300413A JPH02300413A (en) | 1990-12-12 |
| JPH0663219B2 true JPH0663219B2 (en) | 1994-08-22 |
Family
ID=14783668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12033389A Expired - Lifetime JPH0663219B2 (en) | 1989-05-16 | 1989-05-16 | Sand pile construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0663219B2 (en) |
-
1989
- 1989-05-16 JP JP12033389A patent/JPH0663219B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02300413A (en) | 1990-12-12 |
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