JP3219372B2 - Construction method of wall-shaped improved body - Google Patents

Construction method of wall-shaped improved body

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Publication number
JP3219372B2
JP3219372B2 JP16879996A JP16879996A JP3219372B2 JP 3219372 B2 JP3219372 B2 JP 3219372B2 JP 16879996 A JP16879996 A JP 16879996A JP 16879996 A JP16879996 A JP 16879996A JP 3219372 B2 JP3219372 B2 JP 3219372B2
Authority
JP
Japan
Prior art keywords
wall
injection pipe
shaped
injection
ground
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
Application number
JP16879996A
Other languages
Japanese (ja)
Other versions
JPH1018283A (en
Inventor
一成 青山
Original Assignee
一成 青山
有限会社 ニューテック研究▲しゃ▼
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Filing date
Publication date
Application filed by 一成 青山, 有限会社 ニューテック研究▲しゃ▼ filed Critical 一成 青山
Priority to JP16879996A priority Critical patent/JP3219372B2/en
Publication of JPH1018283A publication Critical patent/JPH1018283A/en
Application granted granted Critical
Publication of JP3219372B2 publication Critical patent/JP3219372B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地盤改良に用いる
もので、地震による地盤液状化の防止に有効とされる壁
状改良体の造成方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a wall-like improvement which is used for ground improvement and is effective for preventing ground liquefaction caused by an earthquake.

【0002】[0002]

【従来の技術】従来の液状化の可能性のある地盤に、地
盤液状化防止として地中に壁状改良体を造成する方法と
しては、地盤に注入管を挿入して硬化材を注入管先端の
噴射ノズルから噴射しつつ、注入管を回転、引上げを行
う高圧噴射工法や、地盤に攪拌翼をもつ処理機を回転さ
せながら貫入、引抜きを行い、固結性薬剤を供給、混合
を行う連壁造成工法が知られている。
2. Description of the Related Art Conventionally, a method for forming a wall-like improved body in the ground to prevent ground liquefaction on the ground which may be liquefied includes inserting an injection pipe into the ground and pouring a hardening material into the tip of the injection pipe. A high-pressure injection method in which the injection pipe is rotated and pulled up while injecting it from the injection nozzle, and a penetrating and extracting method in which a processing machine having a stirring blade on the ground is rotated to supply and mix the caking agent. The wall construction method is known.

【0003】[0003]

【発明が解決しようとする課題】上記の従来の方法は、
いずれの方法も改良体の個々の形態が円柱状であるた
め、壁状に造成する際には隣接円柱状改良体と重複部を
もたせて造成するために無駄が多く、壁厚が必要以上に
厚くなる欠点があった。また、地上の一方向からの造成
では平面方向のみ格子状の壁状改良体にしか造成でき
ず、水平状あるいは斜めの壁状体の形成はできなかっ
た。
SUMMARY OF THE INVENTION The above conventional method is
In each method, since the individual form of the improved body is cylindrical, when forming in a wall shape, there is a lot of waste because it is formed with an overlap with the adjacent cylindrical improved body, and the wall thickness is more than necessary. There was a disadvantage of becoming thick. In addition, in the construction from one direction on the ground, only a lattice-like wall-shaped improvement body could be formed only in the plane direction, and a horizontal or diagonal wall-like body could not be formed.

【0004】さらに、連壁造成工法は地上から攪拌翼を
持つ処理機を貫入、引き抜くため、造成した壁状改良体
の上部に既成構造物や埋設管がある場合には使用できな
い制約がある。
Further, the continuous wall construction method penetrates and pulls out a processing machine having a stirring blade from the ground, and therefore has a restriction that it cannot be used when there is an existing structure or a buried pipe above the constructed wall-like improved body.

【0005】[0005]

【課題を解決するための手段】そこで、本発明は、上記
の事情に鑑み、軟弱地盤の改良をすべく、注入管の下端
に噴射管を揺動自在に接続し、噴射管先端に噴射ノズル
を設け、前記注入管を地盤に挿入し、噴射ノズルが噴射
管と注入管の接続箇所より下方に位置する噴射管が下向
き状態で噴射管を左右に揺動させて、噴射ノズル位置を
移動または停止させながら硬化材を噴射ノズルから高圧
で噴射させ、硬化材を地盤に混入させて、注入管を引抜
きおよび/または回転を行い、壁状部と壁状部と直交す
る板状部を有する壁状改良体を造成し、この壁状改良体
を複数連結造成することで、平面方向、垂直方向共に格
子状とし、壁状改良体で囲む非硬化部分の地下水、砂な
どの流動性を遮断もしくは阻害する壁状改良体の造成方
法とした。
SUMMARY OF THE INVENTION In view of the above circumstances, the present invention has an injection pipe connected to the lower end of an injection pipe so as to be swingable and an injection nozzle at the tip of the injection pipe in order to improve soft ground. Is provided, the injection pipe is inserted into the ground, and the injection nozzle is swung right and left in a state where the injection pipe located below the connection point of the injection pipe and the injection pipe is downward, and the injection nozzle is moved or moved. A hardening material is injected from a spray nozzle at a high pressure while being stopped, the hardening material is mixed into the ground, the injection pipe is pulled out and / or rotated, and the wall has a wall-shaped portion and a plate-shaped portion orthogonal to the wall-shaped portion. By forming a wall-shaped improvement body and connecting and forming a plurality of the wall-shaped improvement bodies, a grid is formed in both the plane direction and the vertical direction, and the fluidity of groundwater, sand, etc. of the non-hardened portion surrounded by the wall-shaped improvement body is blocked or A method of forming a wall-like improved body that inhibits the method was adopted.

【0006】また、本発明は、防護あるいは回避のため
に、注入管の下端に噴射管を揺動自在に接続し、噴射管
先端に噴射ノズルを設け、前記注入管を地盤に挿入し、
噴射ノズルが噴射管と注入管の接続箇所より下方に位置
する噴射管が下向き状態で噴射管を左右に揺動させて、
噴射ノズル位置を移動または停止させながら硬化材を噴
射ノズルから高圧で噴射させ、硬化材を地盤に混入させ
て、注入管を引抜きおよび/または回転を行い、壁状改
良体を造成し、これを任意の形態に複数連結造成するこ
とで、多角形の筒状体または隔壁を共有する筒状体群を
造成し、筒状体または筒状体群で囲まれた非硬化部分の
途中或いは上下端部の一箇所以上に板状壁を設けて上下
もしくは左右に分断された非硬化部分間相互の地下水、
砂などの流動性を遮断もしくは阻害する壁状改良体造成
方法とした。
Further, according to the present invention, for protection or avoidance, an injection pipe is swingably connected to the lower end of the injection pipe, an injection nozzle is provided at the tip of the injection pipe, and the injection pipe is inserted into the ground.
The injection nozzle is located below the connection point of the injection pipe and the injection pipe, and the injection pipe is swung right and left in a downward state,
While moving or stopping the injection nozzle position, the hardening material is injected from the injection nozzle at a high pressure, the hardening material is mixed into the ground, and the injection pipe is drawn and / or rotated to form a wall-shaped improved body. By connecting and forming a plurality of arbitrary shapes, a polygonal cylindrical body or a group of cylindrical bodies sharing a partition is formed, and the middle or upper and lower ends of the non-cured portion surrounded by the cylindrical body or the cylindrical group. Mutual groundwater between non-hardened parts divided vertically and horizontally by providing a plate-like wall at one or more parts of the part,
A method for forming a wall-like improved body that blocks or inhibits the fluidity of sand or the like was adopted.

【0007】[0007]

【発明の実施の態様】本発明を添付する図面に示す具体
的な実施例により以下詳細に説明する。本発明者は、既
に、地盤液状化の対策として地中壁の造成を行う硬化材
混入工法を開発し、平成8年2月9日付で特願平8−2
4207号として提案している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to specific embodiments shown in the accompanying drawings. The present inventor has already developed a hardening material mixing method for forming an underground wall as a countermeasure against ground liquefaction, and has filed a Japanese Patent Application No. Hei 8-2 on February 9, 1996.
No. 4207.

【0008】硬化材混入工法について説明する。図1お
よび図2に示す例について説明する。図1では注入管1
1の先端に噴射管14が注入管11の延長線上に枢着さ
れ、噴射管14の先端に噴射ノズル15が注入管11に
設けられている。噴射管14を注入管11の延長線上に
枢着しておくと、高圧の硬化材を円滑に送ることができ
る。なお、符号16は注入管11を上下(前後)動また
は回転させるマシンである。
[0008] The hardening material mixing method will be described. The example shown in FIGS. 1 and 2 will be described. In FIG.
An injection pipe 14 is pivotally attached to the tip of the injection pipe 11 on an extension of the injection pipe 11, and an injection nozzle 15 is provided on the injection pipe 11 at the tip of the injection pipe 14. When the injection pipe 14 is pivotally mounted on an extension of the injection pipe 11, a high-pressure hardening material can be smoothly fed. Reference numeral 16 denotes a machine for moving or rotating the injection tube 11 up and down (back and forth).

【0009】削孔した後、図1に示すようにマシン16
により注入管11を造成位置下端まで挿入する。次に、
図2に示すように、噴射管14を油圧ポンプなどの機械
的手段によって矢印方向に揺動させながら、噴射ノズル
15から硬化材を噴射させ、注入管11を引き上げて硬
化材混入層Vを造成する。なお、硬化材の噴射は硬化材
単独のみの噴射もあるが圧縮空気と共に噴射することも
ある。
After drilling, as shown in FIG.
To insert the injection tube 11 to the lower end of the formation position. next,
As shown in FIG. 2, while the injection pipe 14 is swung in the direction of the arrow by a mechanical means such as a hydraulic pump, a hardening material is injected from the injection nozzle 15, and the injection pipe 11 is pulled up to form a hardened material mixed layer V. I do. The curing agent may be injected only with the curing agent alone, or may be injected with compressed air.

【0010】本発明の壁状改良体の造成は、注入管の下
端に噴射管を揺動自在に接続し、噴射管先端に噴射ノズ
ルを設け、前記注入管を地盤に挿入し、噴射ノズルが噴
射管と注入管の接続箇所より下方に位置する噴射管が下
向き状態で噴射管を左右に揺動させて、噴射ノズル位置
を移動または停止させながら硬化材を噴射ノズルから高
圧で噴射させ、硬化材を地盤に混入させて、注入管を引
抜きおよび/または回転を行い、壁状部と壁状部と直交
する板状部を有する壁状改良体を造成し、この壁状改良
体を複数連結造成することで、平面方向、垂直方向共に
格子状とし、壁状改良体で囲む非硬化部分の地下水、砂
などの流動性を遮断もしくは阻害するものである。
[0010] In the construction of the wall-shaped improved body of the present invention, the injection pipe is swingably connected to the lower end of the injection pipe, an injection nozzle is provided at the tip of the injection pipe, and the injection pipe is inserted into the ground. The injection pipe located below the connection point between the injection pipe and the injection pipe is turned downward, and the injection pipe is swung right and left, and while moving or stopping the injection nozzle position, the hardening material is injected from the injection nozzle at a high pressure to cure. The material is mixed into the ground, and the injection pipe is pulled out and / or rotated to form a wall-shaped improved body having a wall-shaped portion and a plate-shaped portion orthogonal to the wall-shaped portion, and a plurality of the wall-shaped improved bodies are connected. By the formation, a grid is formed in both the plane direction and the vertical direction, and the fluidity of groundwater, sand, and the like in the unhardened portion surrounded by the wall-shaped improvement body is blocked or impeded.

【0011】次に、図3〜7により本発明の壁状部と壁
状部に直交する板状部を有する壁状改良体の造成方法に
ついて説明する。図3に示すように、注入管11の先端
には噴射管14が任意揺動移動可能に設けられ、噴射管
14の先端には噴射ノズル15が設けられている。この
注入管11が所要位置まで下降させられている。
Next, a method of forming a wall-shaped improved body having a wall-shaped portion and a plate-shaped portion orthogonal to the wall-shaped portion according to the present invention will be described with reference to FIGS. As shown in FIG. 3, an injection pipe 14 is provided at the tip of the injection pipe 11 so as to be able to swing freely, and an injection nozzle 15 is provided at the tip of the injection pipe 14. The injection pipe 11 is lowered to a required position.

【0012】次に、図4に示すように、噴射管14を所
定の速度で任意揺動移動させて噴射ノズル15より硬化
材を噴射させ、硬化材を地盤に混入させて硬化材混入層
41を造成する。図5に示すように、注入管11を90
°回転させ、噴射管14を所定の速度で任意揺動移動さ
せて噴射ノズル15より硬化材を噴射させ硬化材を地盤
に混入させると、前記硬化材混入層41と直角に交わる
硬化材混入層42が造成できる。これで第一ステップの
噴射が終了する。なお、硬化材の噴射は、硬化材単独の
みの噴射もあるが、圧縮空気と共に噴射することもあ
る。次に注入管11を例えば2.5cm引き上げる。こ
れにより噴射のステップをアップさせる。
Next, as shown in FIG. 4, the injection pipe 14 is arbitrarily rocked at a predetermined speed to inject the hardening material from the injection nozzle 15 and mix the hardening material into the ground to form a hardening material mixing layer 41. Create As shown in FIG.
When the hardening material is injected into the ground by injecting the hardening material from the injection nozzle 15 by oscillating the injection pipe 14 at a predetermined speed and mixing the hardening material into the ground, the hardening material mixing layer which intersects the hardening material mixing layer 41 at a right angle. 42 can be created. This completes the first-step injection. In addition, as for the injection of the hardening material, there is an injection of only the hardening material alone, but it may also be injected together with compressed air. Next, the injection tube 11 is pulled up, for example, 2.5 cm. This increases the injection step.

【0013】前記を繰り返すと、図6に示すような十文
字状断面の壁状部43が造成される。さらに、図7に示
すように、壁状部43上で噴射管14を注入管の延長線
上に位置させて硬化材を噴射ノズル15より噴射し、注
入管11を回転、引き上げると円盤状で水平の板状部4
4が造成できる。
By repeating the above, a wall 43 having a cross-shaped cross section as shown in FIG. 6 is formed. Further, as shown in FIG. 7, the injection pipe 14 is positioned on an extension of the injection pipe on the wall 43, and the hardening material is injected from the injection nozzle 15. Plate part 4 of
4 can be created.

【0014】この板状部は板状部の上に限らず、下や途
中に何箇所でも造成することができる。また、本発明の
壁状改良体の造成方法について述べる。本発明の壁状改
良体は、注入管の下端に噴射管を揺動自在に接続し、噴
射管先端に噴射ノズルを設け、前記注入管を地盤に挿入
し、噴射ノズルが噴射管と注入管の接続箇所より下方に
位置する噴射管が下向き状態で噴射管を左右に揺動させ
て、噴射ノズル位置を移動または停止させながら硬化材
を噴射ノズルから高圧で噴射させ、硬化材を地盤に混入
させて、注入管を引抜きおよび/または回転を行い、壁
状改良体を造成し、これを任意の形態に複数連結造成す
ることで、多角形の筒状体または隔壁を共有する筒状体
群を造成し、筒状体または筒状体群で囲まれた非硬化部
分の途中或いは上下端部の一箇所以上に板状壁を設けて
上下もしくは左右に分断された非硬化部分間相互の地下
水、砂などの流動性を遮断もしくは阻害する他、地中構
造物を避けて施工でき、また筒状体と板状壁からなる壁
状改良体を地中埋設管や地中構造物に接して、もしくは
近傍に、もしくは一体化させて所定の配置で造成するこ
とで、工事等による周辺地盤の変動や液状化等による地
中埋設管や地中構造物の破損を防ぐものである。
This plate-shaped portion can be formed not only above the plate-shaped portion but also at any position below or in the middle. Further, a method for forming the wall-shaped improved body of the present invention will be described. The wall-shaped improved body of the present invention is configured such that an injection pipe is swingably connected to a lower end of an injection pipe, an injection nozzle is provided at a tip of the injection pipe, and the injection pipe is inserted into the ground. Injecting the hardening material from the spray nozzle at high pressure while moving or stopping the spray nozzle by moving the spray tube to the left and right with the spray pipe located below the connection point of Then, the injection pipe is pulled out and / or rotated to form a wall-shaped improved body, and a plurality of the wall-shaped improved bodies are connected and formed into an arbitrary form, thereby forming a polygonal cylindrical body or a group of cylindrical bodies sharing a partition wall. A ground wall is provided between the non-cured portion divided vertically and horizontally by providing a plate-shaped wall in the middle of the non-cured portion surrounded by the tubular body or the tubular body group or at one or more locations at the upper and lower ends. In addition to blocking or impeding the flow of sand, sand, etc. The wall-shaped improved body consisting of a cylindrical body and a plate-shaped wall should be in contact with, near, or integrated with an underground pipe or an underground structure, and be formed in a prescribed arrangement This prevents damage to underground pipes and underground structures due to fluctuations in the surrounding ground due to construction and liquefaction.

【0015】図8には、本発明の上記の壁状改良体を複
数連結造成して格子状とした例を示す。図9には、地中
埋設されている配管31・32・33の周辺地盤の改良
と配管の防護をするため、筒状体34および板状壁35
が所定の配置で設けられている。筒状体34および板状
壁35は任意の箇所に設けることができるので配管31
・32・33の大きさや位置に応じて設けることができ
る。従来の工法によると板状壁35を設けることは不可
能であった。本発明を用いれば容易に可能で、配管に限
らず地下ダム、地下鉄などの地下構造物に対しても適用
できる。
FIG. 8 shows an example in which a plurality of the above-mentioned wall-shaped improved bodies of the present invention are connected to form a lattice. FIG. 9 shows a cylindrical body 34 and a plate-like wall 35 for improving the ground around the pipes 31, 32, 33 buried underground and protecting the pipes.
Are provided in a predetermined arrangement. Since the tubular body 34 and the plate-like wall 35 can be provided at arbitrary positions, the pipe 31
-It can be provided according to the size and position of 32 and 33. According to the conventional construction method, it was impossible to provide the plate-shaped wall 35. The present invention can be easily applied and can be applied not only to piping but also to underground structures such as underground dams and subways.

【0016】また、筒状体としては、図示例として四角
筒状体をあげているが、これに限らず三角筒状体、五角
筒状体、六角筒状体、多角筒状体、円筒状体、楕円筒状
体、その他の筒状体であってもよい。さらに、本発明を
都市部での地震による液状化による地上構造物、地中埋
設管への被害を防止する目的に用いた例を図13に示
す。
Further, as the cylindrical body, a square cylindrical body is shown as an example in the drawings, but the present invention is not limited to this, and it is not limited to this, and is not limited to a triangular cylindrical body, a pentagonal cylindrical body, a hexagonal cylindrical body, a polygonal cylindrical body, and a cylindrical cylindrical body. It may be a body, an elliptical tubular body, or another tubular body. FIG. 13 shows an example in which the present invention is used for the purpose of preventing damage to ground structures and underground pipes caused by liquefaction caused by an earthquake in an urban area.

【0017】図10に示すように、この筒状体34は平
面方向に隔壁36を共有にする形態で前後左右に所要面
積にわたり連結造成する。板状壁35は必要な筒状体3
4に所要数の板状壁35を設け、必要でない筒状体34
には1個も設ける必要はない。板状壁35がない筒状体
34が存在する。なお、この板状壁35には斜状のもの
も含まれ、筒状体34の開口の全体を覆っているものば
かりでなく、一部分を覆っているものも含まれる。
As shown in FIG. 10, the cylindrical body 34 is formed by connecting the partition 36 in the plane direction over a required area in the front, rear, left and right directions. The plate-like wall 35 is a necessary cylindrical body 3
4 is provided with a required number of plate-like walls 35, and unnecessary cylindrical bodies 34 are provided.
Need not be provided. There is a tubular body 34 without a plate-like wall 35. Note that the plate-like wall 35 includes an oblique wall, and not only a wall that covers the entire opening of the tubular body 34 but also a wall that partially covers the opening.

【0018】[0018]

【発明の効果】本発明は、上述のように、注入管の下端
に噴射管を揺動自在に接続し、噴射管先端に噴射ノズル
を設け、前記注入管を地盤に挿入し、噴射ノズルが噴射
管と注入管の接続箇所より下方に位置する噴射管が下向
き状態で噴射管を左右に揺動させて、噴射ノズル位置を
移動または停止させながら硬化材を噴射ノズルから高圧
で噴射させ、硬化材を地盤に混入させて、注入管を引抜
きおよび/または回転を行い、壁状部と壁状部と直交す
る板状部を有する壁状改良体を造成し、この壁状改良体
を複数連結造成することで、平面方向、垂直方向共に格
子状とし、壁状改良体で囲む非硬化部分の地下水、砂な
どの流動性を遮断もしくは阻害する壁状改良体の造成方
法であるので、軟弱地盤の改良、地中埋設物の防護にも
利用でき、また構造物基礎に用いることもできる。
As described above, according to the present invention, the injection pipe is swingably connected to the lower end of the injection pipe, the injection nozzle is provided at the tip of the injection pipe, and the injection pipe is inserted into the ground. The injection pipe located below the connection point between the injection pipe and the injection pipe is turned downward, and the injection pipe is swung right and left, and while moving or stopping the injection nozzle position, the hardening material is injected from the injection nozzle at a high pressure to cure. The material is mixed into the ground, and the injection pipe is pulled out and / or rotated to form a wall-shaped improved body having a wall-shaped portion and a plate-shaped portion orthogonal to the wall-shaped portion, and a plurality of the wall-shaped improved bodies are connected. Because it is a method of creating a wall-like improved body that blocks or impedes the flowability of groundwater, sand, etc. in the unhardened part surrounded by the wall-like improved body by forming it in a lattice shape in both the horizontal direction and the vertical direction, the soft ground Can be used to protect underground objects, It can also be used in things basis.

【0019】また、本発明は、上述のように、注入管の
下端に噴射管を揺動自在に接続し、噴射管先端に噴射ノ
ズルを設け、前記注入管を地盤に挿入し、噴射ノズルが
噴射管と注入管の接続箇所より下方に位置する噴射管が
下向き状態で噴射管を左右に揺動させて、噴射ノズル位
置を移動または停止させながら硬化材を噴射ノズルから
高圧で噴射させ、硬化材を地盤に混入させて、注入管を
引抜きおよび/または回転を行い、壁状改良体を造成
し、これを任意の形態に複数連結造成することで、多角
形の筒状体または隔壁を共有する筒状体群を造成し、筒
状体または筒状体群で囲まれた非硬化部分の途中或いは
上下端部の一箇所以上に板状壁を設けて上下もしくは左
右に分断された非硬化部分間相互の地下水、砂などの流
動性を遮断もしくは阻害する壁状改良体造成方法である
ので、軟弱地盤の改良の他、地中埋設管を避けて施工す
る場合や、地中のガス、水道、その他の配管や地中構造
物の防護、構造物の基礎補強等に単独でもしくは非硬化
部分の地震時における地下水、砂などの流動性を遮断す
る目的と併せて用いることができる。
Further, as described above, according to the present invention, the injection pipe is swingably connected to the lower end of the injection pipe, the injection nozzle is provided at the tip of the injection pipe, and the injection pipe is inserted into the ground. The injection pipe located below the connection point between the injection pipe and the injection pipe is turned downward, and the injection pipe is swung right and left, and while moving or stopping the injection nozzle position, the hardening material is injected from the injection nozzle at a high pressure to cure. By mixing the material into the ground, pulling out and / or rotating the injection pipe, creating a wall-shaped improvement body, and connecting and forming a plurality of these in an arbitrary form, the polygonal cylindrical body or partition is shared Non-cured, which is divided vertically and horizontally by providing a plate-shaped wall in the middle of the cylindrical body or the non-cured part surrounded by the cylindrical group or at one or more locations at the upper and lower ends Block the fluidity of mutual groundwater, sand, etc. between parts or Because it is a method of creating a damaged wall-like improved body, in addition to improving the soft ground, it is also possible to avoid underground pipes, to protect underground gas, water, other pipes and underground structures, to protect structures It can be used alone or in combination with the purpose of blocking the fluidity of groundwater, sand, etc. during an earthquake in an unhardened part.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る硬化材混入工法に使用する具体的
例の正面図である。
FIG. 1 is a front view of a specific example used in a hardening material mixing method according to the present invention.

【図2】図1の具体的例により施工された状態を示す斜
視図である。
FIG. 2 is a perspective view showing a state where the work is performed according to the specific example of FIG. 1;

【図3】注入管を所定位置まで下降させた状態の正面図
である。
FIG. 3 is a front view of a state where an injection pipe is lowered to a predetermined position.

【図4】注入管で硬化材混入層を造成する状態を示す斜
視図である。
FIG. 4 is a perspective view showing a state in which a hardening material mixed layer is formed by an injection pipe.

【図5】注入管で直角に交わる硬化材混入層を造成する
状態を示す斜視図である。
FIG. 5 is a perspective view showing a state in which a hardening material mixed layer that intersects at right angles is formed by an injection pipe.

【図6】注入管で十文字状断面の壁体を造成する状態を
示す斜視図である。
FIG. 6 is a perspective view showing a state in which a wall body having a cross-shaped cross section is formed by an injection tube.

【図7】注入管で板状壁を造成する状態を示す斜視図で
ある。
FIG. 7 is a perspective view showing a state in which a plate-like wall is formed with an injection pipe.

【図8】注入管で格子状壁体を造成する状態を示す斜視
図である。
FIG. 8 is a perspective view showing a state in which a grid-like wall is formed by an injection tube.

【図9】本発明の壁状改良体の造成方法により施工され
た地下の斜視図である。
FIG. 9 is a perspective view of a basement constructed by the method for forming a wall-shaped improvement body of the present invention.

【図10】本発明の壁状改良体の造成方法により施工さ
れた壁状改良体の斜視図である。
FIG. 10 is a perspective view of a wall-like improved body constructed by the method for forming a wall-like improved body of the present invention.

【符号の説明】 11・31…注入管 14…噴射管 15…噴射ノズル V…硬化材混入層 31・32・33…配管 34…筒状体 35…板状壁 36…隔壁 41…硬化材混入層 42…硬化材混入層 43…十文字状断面の板状部 44…円盤状で水平の板状部 45…格子状壁体[Description of Signs] 11 · 31 ················································································································································································································································· / · Layer 42: hardening material-mixed layer 43: cross-shaped plate-shaped portion 44: disk-shaped and horizontal plate-shaped portion 45: grid-like wall

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 注入管の下端に噴射管を揺動自在に接続
し、噴射管先端に噴射ノズルを設け、前記注入管を地盤
に挿入し、噴射ノズルが噴射管と注入管の接続箇所より
下方に位置する噴射管が下向き状態で噴射管を左右に揺
動させて、噴射ノズル位置を移動または停止させながら
硬化材を噴射ノズルから高圧で噴射させ、硬化材を地盤
に混入させて、注入管を引抜きおよび/または回転を行
い、壁状部と壁状部と直交する板状部を有する壁状改良
体を造成し、この壁状改良体を複数連結造成すること
で、平面方向、垂直方向共に格子状とし、壁状改良体で
囲む非硬化部分の地下水、砂などの流動性を遮断もしく
は阻害する壁状改良体の造成方法。
1. An injection pipe is swingably connected to a lower end of an injection pipe, an injection nozzle is provided at an end of the injection pipe, and the injection pipe is inserted into the ground. Injecting the hardening material at high pressure from the injection nozzle while moving or stopping the injection nozzle position by swinging the injection pipe to the left and right with the injection pipe located below facing downward, mixing the hardening material into the ground and injecting By drawing and / or rotating the pipe, a wall-shaped improved body having a wall-shaped part and a plate-shaped part orthogonal to the wall-shaped part is formed, and a plurality of the wall-shaped improved bodies are connected and formed, so that a planar direction and a vertical direction are formed. A method of forming a wall-shaped improvement body that has a lattice shape in both directions and blocks or impedes fluidity of groundwater, sand, and the like in an unhardened portion surrounded by the wall-shaped improvement body.
【請求項2】 注入管の下端に噴射管を揺動自在に接続
し、噴射管先端に噴射ノズルを設け、前記注入管を地盤
に挿入し、噴射ノズルが噴射管と注入管の接続箇所より
下方に位置する噴射管が下向き状態で噴射管を左右に揺
動させて、噴射ノズル位置を移動または停止させながら
硬化材を噴射ノズルから高圧で噴射させ、硬化材を地盤
に混入させて、注入管を引抜きおよび/または回転を行
い、壁状改良体を造成し、これを任意の形態に複数連結
造成することで、多角形の筒状体または隔壁を共有する
筒状体群を造成し、筒状体または筒状体群で囲まれた非
硬化部分の途中或いは上下端部の一箇所以上に板状壁を
設けて上下もしくは左右に分断された非硬化部分間相互
の地下水、砂などの流動性を遮断もしくは阻害する壁状
改良体造成方法。
2. An injection pipe is swingably connected to the lower end of the injection pipe, an injection nozzle is provided at the tip of the injection pipe, and the injection pipe is inserted into the ground. Injecting the hardening material at high pressure from the injection nozzle while moving or stopping the injection nozzle position by swinging the injection pipe to the left and right with the injection pipe located below facing downward, mixing the hardening material into the ground and injecting By pulling out and / or rotating the tube, creating a wall-shaped improvement body, and connecting and forming a plurality of the wall-shaped improvement bodies to form a polygonal cylindrical body or a group of cylindrical bodies sharing a partition wall, Provide a plate-shaped wall in the middle of the non-cured part surrounded by the cylindrical body or the group of cylindrical bodies, or at one or more places at the upper and lower ends to separate ground water, sand, etc. between the non-cured parts divided vertically or horizontally. A method for forming a wall-like improved body that blocks or inhibits fluidity.
JP16879996A 1996-06-28 1996-06-28 Construction method of wall-shaped improved body Expired - Lifetime JP3219372B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16879996A JP3219372B2 (en) 1996-06-28 1996-06-28 Construction method of wall-shaped improved body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16879996A JP3219372B2 (en) 1996-06-28 1996-06-28 Construction method of wall-shaped improved body

Publications (2)

Publication Number Publication Date
JPH1018283A JPH1018283A (en) 1998-01-20
JP3219372B2 true JP3219372B2 (en) 2001-10-15

Family

ID=15874702

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16879996A Expired - Lifetime JP3219372B2 (en) 1996-06-28 1996-06-28 Construction method of wall-shaped improved body

Country Status (1)

Country Link
JP (1) JP3219372B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006112148A (en) * 2004-10-15 2006-04-27 Ohbayashi Corp Underground structure, upfloat preventive method and construction method of underground structure

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4605856B2 (en) * 2000-06-13 2011-01-05 株式会社竹中工務店 Simplified calculation method of lattice spacing to prevent liquefaction in lattice improved ground by deep mixing method.
JP4785100B1 (en) * 2010-11-30 2011-10-05 浩子 松本 Improved body construction method
JP5929226B2 (en) * 2012-01-23 2016-06-01 浩子 松本 Quadrilateral block improvement body construction method
JP6440934B2 (en) * 2013-12-06 2018-12-19 株式会社不動テトラ Ground improvement method by high-pressure jet stirring method
JP2015218460A (en) * 2014-05-15 2015-12-07 株式会社竹中工務店 Ground improvement structure
JP5919429B1 (en) * 2015-09-16 2016-05-18 株式会社竹中土木 Ground liquefaction prevention method
JP2019183601A (en) * 2018-04-17 2019-10-24 浩子 松本 Method for building wall-like improvement body

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5326005A (en) * 1976-08-20 1978-03-10 Tokyo Kiyuukou Dentetsu Kk Improvement of track board
JPH0680247B2 (en) * 1992-03-26 1994-10-12 一成 青山 Square column hardening material injection method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006112148A (en) * 2004-10-15 2006-04-27 Ohbayashi Corp Underground structure, upfloat preventive method and construction method of underground structure
JP4529631B2 (en) * 2004-10-15 2010-08-25 株式会社大林組 Underground structure and construction method of underground structure

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