JPH07197442A - Soil improvement method - Google Patents
Soil improvement methodInfo
- Publication number
- JPH07197442A JPH07197442A JP33816093A JP33816093A JPH07197442A JP H07197442 A JPH07197442 A JP H07197442A JP 33816093 A JP33816093 A JP 33816093A JP 33816093 A JP33816093 A JP 33816093A JP H07197442 A JPH07197442 A JP H07197442A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- buried
- compressed air
- pipe
- division
- 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
- 239000002689 soil Substances 0.000 title claims abstract description 5
- 238000000034 method Methods 0.000 title claims description 16
- 239000000463 material Substances 0.000 claims abstract description 8
- 239000008187 granular material Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 4
- 239000000945 filler Substances 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 235000012255 calcium oxide Nutrition 0.000 description 2
- 239000000292 calcium oxide Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は粉体噴射攪拌工法や生
石灰杭工法によって行なう地盤改良工事の際周辺の既設
構造物や地盤に圧気による変位を与えることなく地盤を
改良する地盤改良工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement method for improving the ground without giving displacement to existing structures and ground around the ground during the ground improvement work carried out by a powder injection stirring method or a quick lime pile method.
【0002】[0002]
【従来の技術】一般に粉体噴射攪拌工法や生石灰杭工法
等の圧気を使用する地盤改良工法により地盤改良工事が
行なわれている。この改良工法は改良材を地盤へ注入す
るので、容積増による周辺既設構造物や地盤の変位とと
もに圧気による変位が問題となっている。2. Description of the Related Art Generally, ground improvement work is carried out by a ground improvement method using compressed air such as a powder injection stirring method and a quicklime pile method. Since this improved method injects the improved material into the ground, there is a problem that displacement due to air pressure occurs as well as displacement of surrounding existing structures and ground due to increased volume.
【0003】[0003]
【発明が解決しようとする課題】この課題を解決するた
め、従来より既設構造物や周辺地盤に近接してバカ穴す
なわち竪孔を掘削し、これを排気路として地上に排気す
る方法がとられている。また竪孔の孔壁を安定させるた
め孔内に土壌安定液を充填する場合もある。In order to solve this problem, conventionally, a method has been adopted in which a stupid hole, that is, a vertical hole is excavated in the vicinity of an existing structure or the surrounding ground, and this is exhausted to the ground as an exhaust path. ing. In addition, a soil stabilizing solution may be filled in the holes in order to stabilize the hole walls of the vertical holes.
【0004】しかし、この場合地盤によっては竪孔は自
立せず孔壁の崩壊を起し排気路を閉塞することになり十
分な排気はできない。However, in this case, depending on the ground, the vertical holes do not stand on their own, the wall of the holes collapses, and the exhaust passage is blocked, so that sufficient exhaust cannot be performed.
【0005】また孔壁を安定させるため孔内に安定液を
充填することはやはり排気路を閉塞することになり、容
積増による変位は吸収できても圧気による変位を防止す
ることができない。さらに、竪孔を排気路として排気す
る場合は、排気が一気に突発的に起る場合があり危険で
ある。Further, filling the hole with a stabilizing solution to stabilize the hole wall also blocks the exhaust passage, and the displacement due to the increase in volume can be absorbed, but the displacement due to compressed air cannot be prevented. Further, when exhausting air through the vertical hole as an exhaust passage, exhaust may occur suddenly at once, which is dangerous.
【0006】[0006]
【課題を解決するための手段】この発明は上記の問題点
を解決するためになされたもので、改良材の杭体形成に
先立って既設構造物や周辺地盤に近接して多数の透孔を
胴部に穿設した剛性を有する短尺の管体を所定の間隔で
複数本埋設して一区画を形成し、該区画内の所定の地盤
中に杭体形成用の改良材を圧入し、圧気により該地盤中
に杭体を形成し、その後前記短尺の管体を地中より引き
抜き、引き抜いた管体を次の場所に埋設し、前記と同じ
作業を繰り返すことにより順次杭体を形成し、地盤を改
良して行く地盤改良工法で、前記短尺の管体を埋設後砕
石等の粒状物を充填するかあるいは埋設前に粒状物を充
填した管体を埋設する。The present invention has been made to solve the above-mentioned problems, and prior to the formation of piles of the improved material, a large number of through holes are formed near the existing structure and the surrounding ground. A plurality of short, rigid pipes pierced in the trunk are embedded at a prescribed interval to form a section, and the improvement material for pile body formation is press-fitted into the prescribed ground in the section and compressed. By forming a pile body in the ground, then pull out the short pipe body from the ground, embed the pulled pipe body in the next place, to form a pile body sequentially by repeating the same work, According to the ground improvement method for improving the ground, the short pipe is buried and then filled with a granular material such as crushed stone, or the pipe filled with the granular material is buried before being buried.
【0007】[0007]
【作用】圧入機(図示せず)の圧気により改良材は地盤
中に排出され杭体が形成される。その時圧気により地盤
にひずみが生じ圧気が地盤内を上昇するに従ってひずみ
量は増大し変位量は増加する。しかし、圧気は杭体形成
に先立って埋設された管体の胴周面に穿設した透孔より
管体内に集められ中空部を排気路として地上に排気され
る。The improved material is discharged into the ground by the compressed air of the press-fitting machine (not shown) to form piles. At that time, the compressed air causes strain in the ground, and as the compressed air rises in the ground, the amount of strain increases and the amount of displacement increases. However, the compressed air is collected in the pipe body through a through hole formed in the body peripheral surface of the pipe body that is buried before the pile body is formed, and is exhausted to the ground by using the hollow portion as an exhaust passage.
【0008】また、管体中に砕石等の粒状物を充填すれ
ば、排気は粒子間の間隙を排気路として行われ排気路は
分散され一層良好に排気が行なわれる。さらに、管体は
剛性があるため土圧等により管体が変形し、排気路を閉
塞することがない。Further, if the tubular body is filled with a granular material such as crushed stone, the exhaust is performed by using the gap between the particles as the exhaust passage, and the exhaust passage is dispersed, so that the exhaust can be performed more favorably. Further, since the pipe body is rigid, the pipe body is not deformed by earth pressure or the like, and the exhaust passage is not blocked.
【0009】[0009]
【実施例】この発明の地盤改良工法の一実施例を図によ
り説明する。図1はこの発明の工法の実施状態を示す縦
断面図であり、図2はこの発明の工法に使用する短尺な
管体の一例を示す斜視図、図3はこの発明の工法に使用
する短尺な管体の他の例を示す斜視図である。図1に於
いて、既設構造物Aに近接する周辺地盤Bの杭体1に地
盤改良用杭体1群を形成するに先立って、形成しようと
する杭体1(例えば10〜15m)の丈よりも短尺(好
ましくは3〜4m)の剛性を有する管体2を打設機(図
示せず)や圧入機(図示せず)により所定の間隔で地盤
中に複数本埋設し一区画を作る。EXAMPLE An example of the ground improvement method of the present invention will be described with reference to the drawings. FIG. 1 is a vertical cross-sectional view showing an implementation state of the construction method of the present invention, FIG. 2 is a perspective view showing an example of a short tubular body used in the construction method of the present invention, and FIG. 3 is a short scale used in the construction method of the present invention. It is a perspective view which shows the other example of another tubular body. In FIG. 1, prior to forming a group of ground improvement piles 1 on the pile 1 of the surrounding ground B adjacent to the existing structure A, the height of the pile 1 (for example, 10 to 15 m) to be formed A plurality of pipes 2 having a shorter rigidity (preferably 3 to 4 m) than that are buried in the ground at a predetermined interval by a driving machine (not shown) or a press-fitting machine (not shown) to form one section. .
【0010】上記の短尺な管体2は図2に示す様に小さ
な透孔4を胴部3の全面に穿った構造からなり必要に応
じ図3に示す様に胴部にスパイラル状の鍔体5を設け
る。この短尺な管体2の中空部には埋設後、あるいは埋
設前に砕石等の粒状物を予め充填しておいてもよい。な
お管体の径および打設の間隔は地盤条件や既設構造物の
位置等により適宜変更する。また管体に粒状物を充填し
なくとも良い。The short tubular body 2 has a structure in which a small through hole 4 is formed on the entire surface of the body portion 3 as shown in FIG. 2, and if necessary, a spiral collar body is formed on the body portion as shown in FIG. 5 is provided. The hollow portion of the short tube body 2 may be filled with a granular material such as crushed stone in advance after the burying or before the burying. The diameter of the pipe body and the interval of driving will be changed appropriately depending on the ground conditions and the position of existing structures. Further, it is not necessary to fill the tubular body with the granular material.
【0011】この様に短尺の管体2を多数埋設して形成
した区画内の所定位置に、杭体形成用の改良材をケ−シ
ング等を使って杭打機(図示せず)等により地盤中に圧
入し、圧気により地盤中に排出し、杭体1を形成する。
一区画の杭体形成後、先に埋設した管体2を引き抜き機
(図示せず)により引き抜き、次の区画を該管体2の埋
設により形成し、該区画内に前述と同様に杭体1を形成
する。これらの作業の繰り返しにより順次杭体を形成し
て行き全区画の杭体の形成作業を完了する。As described above, an improved material for forming a pile body is placed at a predetermined position in a compartment formed by embedding a large number of short pipe bodies 2 by a pile driving machine (not shown) or the like by using a casing or the like. It is pressed into the ground and discharged into the ground by compressed air to form the pile body 1.
After the pile body of one section is formed, the pipe body 2 buried previously is pulled out by a pulling machine (not shown), the next compartment is formed by burying the pipe body 2, and the pile body is formed in the compartment as described above. 1 is formed. By repeating these operations, piles are sequentially formed and the work of forming piles in all sections is completed.
【0012】[0012]
【発明の効果】この発明は以上の様な構成としたので、
地盤中の圧気を、管体1の透孔4及び粒状充填物により
効率的に地上に排気することができ圧気による周辺構造
物や地盤の変位を防止することができる。Since the present invention has the above-mentioned structure,
The compressed air in the ground can be efficiently exhausted to the ground by the through holes 4 of the pipe body 1 and the granular packing, and the displacement of the surrounding structure and the ground due to the compressed air can be prevented.
【0013】また使用する管体は短尺であり、取り扱い
操作が容易でしかも繰り返し使用できる等のメリットも
あり、非常に効果的な地盤改良工法である。Further, since the pipe body used is short, it has an advantage that it is easy to handle and can be used repeatedly, and it is a very effective ground improvement method.
【図1】この発明の地盤改良工法の実施状況を示す縦断
面図である。FIG. 1 is a vertical cross-sectional view showing an implementation situation of a ground improvement method of the present invention.
【図2】この発明の工法に使用する短尺の管体の一例を
示す斜視図である。FIG. 2 is a perspective view showing an example of a short tubular body used in the construction method of the present invention.
【図3】この発明の工法に使用する短尺の管体の他の例
を示す斜視図である。FIG. 3 is a perspective view showing another example of a short tubular body used in the construction method of the present invention.
1 杭体 2 管体 3 胴部 4 透孔 5 スパイラル 6 粒状充填物 A 既設構造物 B 地盤 1 Pile body 2 Tubular body 3 Body part 4 Through hole 5 Spiral 6 Granular packing A Existing structure B Ground
Claims (2)
に形成し、地盤を改良する地盤改良工法において、既設
構造物に近接する周辺地盤に胴部に多数の小さな透孔を
穿設した剛性を有する杭体より短尺の管体を所定の間隔
で複数本埋設し、該短尺の管体の埋設で形成された区画
内の所定位置の地盤中に杭体形成用の改良材を圧入し、
圧気により該地盤中に杭体を形成し、その後前記短尺の
管体を地中より引き抜き、引き抜いた管体を次の場所に
埋設し、前記と同じ作業を繰り返すことにより順次杭体
を形成して地盤を改良して行くことを特徴とする地盤改
良工法。1. A ground improvement method for forming a pile of soil improvement material in the ground by using compressed air to improve the ground, and a large number of small through holes are formed in the trunk in the surrounding ground near the existing structure. An improved material for forming a pile body in the ground at a predetermined position in a compartment formed by embedding a plurality of pipe bodies that are shorter than the punched rigid pile body at a predetermined interval and embedding the short pipe bodies. Press-fit,
A pile is formed in the ground by compressed air, then the short pipe is pulled out from the ground, the pulled pipe is embedded in the next place, and the same work as above is repeated to form a pile. Ground improvement method characterized by improving the ground.
空部に砕石等の粒状物を充填したことを特徴とする地盤
改良工法。2. A ground improvement method, characterized in that the hollow portion of the buried short pipe according to claim 1 is filled with granular material such as crushed stone.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33816093A JP3218358B2 (en) | 1993-12-28 | 1993-12-28 | Ground improvement method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33816093A JP3218358B2 (en) | 1993-12-28 | 1993-12-28 | Ground improvement method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07197442A true JPH07197442A (en) | 1995-08-01 |
JP3218358B2 JP3218358B2 (en) | 2001-10-15 |
Family
ID=18315485
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP33816093A Expired - Fee Related JP3218358B2 (en) | 1993-12-28 | 1993-12-28 | Ground improvement method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3218358B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001107352A (en) * | 1999-10-13 | 2001-04-17 | Asanuma Corp | Underground cavity filling construction method |
WO2012037089A3 (en) * | 2010-09-13 | 2012-06-14 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a support pier |
CN103015398A (en) * | 2013-01-09 | 2013-04-03 | 陈绍文 | Bridge abutment liquefied foundation reinforcing method and reinforcing expansion body |
US9567723B2 (en) | 2010-09-13 | 2017-02-14 | Geopier Foundation Company, Inc. | Open-end extensible shells and related methods for constructing a support pier |
US10858796B2 (en) | 2015-07-27 | 2020-12-08 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
-
1993
- 1993-12-28 JP JP33816093A patent/JP3218358B2/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001107352A (en) * | 1999-10-13 | 2001-04-17 | Asanuma Corp | Underground cavity filling construction method |
US8221033B2 (en) | 2009-09-12 | 2012-07-17 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a support pier |
WO2012037089A3 (en) * | 2010-09-13 | 2012-06-14 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a support pier |
US9091036B2 (en) | 2010-09-13 | 2015-07-28 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a support pier |
US9567723B2 (en) | 2010-09-13 | 2017-02-14 | Geopier Foundation Company, Inc. | Open-end extensible shells and related methods for constructing a support pier |
US10513831B2 (en) | 2010-09-13 | 2019-12-24 | Geopier Foundation Company, Inc. | Open-end extensible shells and related methods for constructing a support pier |
CN103015398A (en) * | 2013-01-09 | 2013-04-03 | 陈绍文 | Bridge abutment liquefied foundation reinforcing method and reinforcing expansion body |
US10858796B2 (en) | 2015-07-27 | 2020-12-08 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
US11479935B2 (en) | 2015-07-27 | 2022-10-25 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
US12012715B2 (en) | 2015-07-27 | 2024-06-18 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
Also Published As
Publication number | Publication date |
---|---|
JP3218358B2 (en) | 2001-10-15 |
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